Aleksić, V., Milović, L., Bulatović, S., Zečević, B.,& Maksimović, A.. (2024). Metodologija određivanja plastičnog i elastičnog dela opterećenja čelika kod ispitivanja nisko cikličnim zamorom. .
https://hdl.handle.net/21.15107/rcub_rims_859

Aleksić V, Milović L, Bulatović S, Zečević B, Maksimović A. Metodologija određivanja plastičnog i elastičnog dela opterećenja čelika kod ispitivanja nisko cikličnim zamorom. 2024;.
https://hdl.handle.net/21.15107/rcub_rims_859 .

Aleksić, Vujadin, Milović, Ljubica, Bulatović, Srđan, Zečević, Bojana, Maksimović, Ana, "Metodologija određivanja plastičnog i elastičnog dela opterećenja čelika kod ispitivanja nisko cikličnim zamorom" (2024),
https://hdl.handle.net/21.15107/rcub_rims_859 .

TY  - CONF
AU  - Vasić, Milica
AU  - Munoz Velasco, Pedro
AU  - Radomirović, Milena
AU  - Radojević, Zagorka
PY  - 2024
UR  - http://rims.institutims.rs/handle/123456789/858
AB  - Raw clay samples from Serbia, mainly of kaolinitic, illitic and mixed nature, were
tested for their possible application in the production of ceramics. Using various triaxial
diagrams, the samples were sorted according to their chemical and bulk mineralogical
makeup, and also particle size distribution to determine whether they could be
employed in the production of ceramics and refractories. The areas in the ternary graphs
determined in earlier studies concerning the expected color after firing and the
applicability of the raw clays are checked and extended. The samples' water absorption
and flexural strength were assessed using EN standard procedures after they had been
hydraulically semi-dry pressed and fired at several peak temperatures between 1100
and 1300 °C. A novel triaxial diagram considering the position of the samples based on
firing temperature, water absorption and modulus of rupture is proposed, and the areas
of different kinds of ceramic tiles are defined. It is discovered that the different raw
clays can be utilized to create refractory, as well as wall and floor tiles. This study
supports the rational use of natural sources of raw materials.
C3  - Qualicer 2024, Congress Proceedings, Castellón de la Plana, Spain
T1  - Raw clays in the production of ceramic and refractory tiles
UR  - https://hdl.handle.net/21.15107/rcub_rims_858
ER  - 

@conference{
author = "Vasić, Milica and Munoz Velasco, Pedro and Radomirović, Milena and Radojević, Zagorka",
year = "2024",
abstract = "Raw clay samples from Serbia, mainly of kaolinitic, illitic and mixed nature, were
tested for their possible application in the production of ceramics. Using various triaxial
diagrams, the samples were sorted according to their chemical and bulk mineralogical
makeup, and also particle size distribution to determine whether they could be
employed in the production of ceramics and refractories. The areas in the ternary graphs
determined in earlier studies concerning the expected color after firing and the
applicability of the raw clays are checked and extended. The samples' water absorption
and flexural strength were assessed using EN standard procedures after they had been
hydraulically semi-dry pressed and fired at several peak temperatures between 1100
and 1300 °C. A novel triaxial diagram considering the position of the samples based on
firing temperature, water absorption and modulus of rupture is proposed, and the areas
of different kinds of ceramic tiles are defined. It is discovered that the different raw
clays can be utilized to create refractory, as well as wall and floor tiles. This study
supports the rational use of natural sources of raw materials.",
journal = "Qualicer 2024, Congress Proceedings, Castellón de la Plana, Spain",
title = "Raw clays in the production of ceramic and refractory tiles",
url = "https://hdl.handle.net/21.15107/rcub_rims_858"
}

Vasić, M., Munoz Velasco, P., Radomirović, M.,& Radojević, Z.. (2024). Raw clays in the production of ceramic and refractory tiles. in Qualicer 2024, Congress Proceedings, Castellón de la Plana, Spain.
https://hdl.handle.net/21.15107/rcub_rims_858

Vasić M, Munoz Velasco P, Radomirović M, Radojević Z. Raw clays in the production of ceramic and refractory tiles. in Qualicer 2024, Congress Proceedings, Castellón de la Plana, Spain. 2024;.
https://hdl.handle.net/21.15107/rcub_rims_858 .

Vasić, Milica, Munoz Velasco, Pedro, Radomirović, Milena, Radojević, Zagorka, "Raw clays in the production of ceramic and refractory tiles" in Qualicer 2024, Congress Proceedings, Castellón de la Plana, Spain (2024),
https://hdl.handle.net/21.15107/rcub_rims_858 .

TY  - CONF
AU  - Stojanović, Marko
AU  - Janković, Ksenija
AU  - Bojović, Dragan
AU  - Terzić, Anja
AU  - Šupić, Slobodan
PY  - 2024
UR  - http://rims.institutims.rs/handle/123456789/857
AB  - Waste tires have long been a challenge for waste disposal. In an effort to mitigate the impact of solid waste on the environment and recycle it as much as possible, research has been conducted into the possibility of using this waste in concrete mixes. However, the use of these waste materials in concrete is still not popular due to the lack of knowledge of the properties that can be obtained with this material. Hence, the aim is to use waste material in the production of concrete, and that concrete mixes with this material have satisfactory performance. The paper presents the results of research on concrete in which volume replacement of fine aggregate with crumb rubber was performed in the amount of 5%, and this concrete was compared with the control concrete mix and aerated concrete. All concrete are made with a water-cement factor of 0.45. The performance of fresh concrete was monitored for 10, 30 and 60 min. In the case of concrete with the addition of crumb rubber, after 60 min, higher values of air content were obtained, and lower values of volume mass of fresh concrete compared to the initial measurements. The obtained test results of hardened concrete indicate that concrete with crumb rubber has a lower compressive strength compared to the control concrete mix, while compared to aerated concrete, they obtain approximate compressive strength values.
PB  - University of Montenegro Faculty of Civil Engineering
C3  - The ninth international conference civil engineering science & practice, GNP 2024 proceedings, Kolašin, Montenegro
T1  - Properties of concrete with crumb rubber in relation to ordinary and aerated concrete
EP  - 617
SP  - 609
UR  - https://hdl.handle.net/21.15107/rcub_rims_857
ER  - 

@conference{
author = "Stojanović, Marko and Janković, Ksenija and Bojović, Dragan and Terzić, Anja and Šupić, Slobodan",
year = "2024",
abstract = "Waste tires have long been a challenge for waste disposal. In an effort to mitigate the impact of solid waste on the environment and recycle it as much as possible, research has been conducted into the possibility of using this waste in concrete mixes. However, the use of these waste materials in concrete is still not popular due to the lack of knowledge of the properties that can be obtained with this material. Hence, the aim is to use waste material in the production of concrete, and that concrete mixes with this material have satisfactory performance. The paper presents the results of research on concrete in which volume replacement of fine aggregate with crumb rubber was performed in the amount of 5%, and this concrete was compared with the control concrete mix and aerated concrete. All concrete are made with a water-cement factor of 0.45. The performance of fresh concrete was monitored for 10, 30 and 60 min. In the case of concrete with the addition of crumb rubber, after 60 min, higher values of air content were obtained, and lower values of volume mass of fresh concrete compared to the initial measurements. The obtained test results of hardened concrete indicate that concrete with crumb rubber has a lower compressive strength compared to the control concrete mix, while compared to aerated concrete, they obtain approximate compressive strength values.",
publisher = "University of Montenegro Faculty of Civil Engineering",
journal = "The ninth international conference civil engineering science & practice, GNP 2024 proceedings, Kolašin, Montenegro",
title = "Properties of concrete with crumb rubber in relation to ordinary and aerated concrete",
pages = "617-609",
url = "https://hdl.handle.net/21.15107/rcub_rims_857"
}

Stojanović, M., Janković, K., Bojović, D., Terzić, A.,& Šupić, S.. (2024). Properties of concrete with crumb rubber in relation to ordinary and aerated concrete. in The ninth international conference civil engineering science & practice, GNP 2024 proceedings, Kolašin, Montenegro
University of Montenegro Faculty of Civil Engineering., 609-617.
https://hdl.handle.net/21.15107/rcub_rims_857

Stojanović M, Janković K, Bojović D, Terzić A, Šupić S. Properties of concrete with crumb rubber in relation to ordinary and aerated concrete. in The ninth international conference civil engineering science & practice, GNP 2024 proceedings, Kolašin, Montenegro. 2024;:609-617.
https://hdl.handle.net/21.15107/rcub_rims_857 .

Stojanović, Marko, Janković, Ksenija, Bojović, Dragan, Terzić, Anja, Šupić, Slobodan, "Properties of concrete with crumb rubber in relation to ordinary and aerated concrete" in The ninth international conference civil engineering science & practice, GNP 2024 proceedings, Kolašin, Montenegro (2024):609-617,
https://hdl.handle.net/21.15107/rcub_rims_857 .

TY  - CONF
AU  - Tomić, Nikola
AU  - Terzić, Anja
AU  - Bojović, Dragan
PY  - 2024
UR  - http://rims.institutims.rs/handle/123456789/856
AB  - Following the emergence and establishment of performance-based design as a widely recognized
and applied practice, numerous significant advances in computational techniques have been
made. Arguably, nonlinear methods of analysis – static or dynamic – provide the most detailed
and accurate insight into behavior of the structure which is designed or assessed. While the
current codes of practice permit their use, provisions are vague in some aspects, leaving many
decisions and assumptions up to the engineer. This paper aims to expand the relatively limited
experience with implementation of different distributed plasticity modeling approaches through
a case study based on experimental data. Some particulars of the behavior of structural elements
made of strain-softening materials, and of their corresponding numerical models, are briefly
introduced. Case study is conducted to provide an overview on the procedures for inelastic
analysis of reinforced concrete frames through a side-by-side comparison of four alternative
approaches for modeling of RC beams and columns with one-dimensional distributed plasticity
finite elements with fiber-discretized cross sections. The analyzed structure consists of a
reinforced concrete column with a fixed base, which is, under varying axial loads, subjected to
monotonic and cyclic lateral displacements applied at its top. Models comprised of force-based
elements with different arrangements of integration points, as well as of displacement-based
elements, are compared. Advantages, limitations and special considerations which need to be
taken into account for each of the approaches are demonstrated through the example. Influence
of concrete confinement is studied by analyzing another column with a different arrangement of
transverse reinforcement. Global structural response is evaluated by comparison of pushover and
cyclic curves for different models. Influence of modeling approach on objectivity of the local
response and the corrections which need to be made for certain approaches are showcased by
moment-rotation curves of the yielded section at the column base. Considerations and findings
presented in the paper, along with other published case studies, can be used for reference when
preparing a computational model for inelastic analysis of a reinforced concrete structure.
PB  - University of Montenegro Faculty of Civil Engineering
C3  - The ninth international conference civil engineering science & practice, GNP 2024 proceedings, Kolašin, Montenegro
T1  - Comparison of distributed plasticity approaches for inelastic analyisis of reinforced concrete frames
EP  - 304
SP  - 297
UR  - https://hdl.handle.net/21.15107/rcub_rims_856
ER  - 

@conference{
author = "Tomić, Nikola and Terzić, Anja and Bojović, Dragan",
year = "2024",
abstract = "Following the emergence and establishment of performance-based design as a widely recognized
and applied practice, numerous significant advances in computational techniques have been
made. Arguably, nonlinear methods of analysis – static or dynamic – provide the most detailed
and accurate insight into behavior of the structure which is designed or assessed. While the
current codes of practice permit their use, provisions are vague in some aspects, leaving many
decisions and assumptions up to the engineer. This paper aims to expand the relatively limited
experience with implementation of different distributed plasticity modeling approaches through
a case study based on experimental data. Some particulars of the behavior of structural elements
made of strain-softening materials, and of their corresponding numerical models, are briefly
introduced. Case study is conducted to provide an overview on the procedures for inelastic
analysis of reinforced concrete frames through a side-by-side comparison of four alternative
approaches for modeling of RC beams and columns with one-dimensional distributed plasticity
finite elements with fiber-discretized cross sections. The analyzed structure consists of a
reinforced concrete column with a fixed base, which is, under varying axial loads, subjected to
monotonic and cyclic lateral displacements applied at its top. Models comprised of force-based
elements with different arrangements of integration points, as well as of displacement-based
elements, are compared. Advantages, limitations and special considerations which need to be
taken into account for each of the approaches are demonstrated through the example. Influence
of concrete confinement is studied by analyzing another column with a different arrangement of
transverse reinforcement. Global structural response is evaluated by comparison of pushover and
cyclic curves for different models. Influence of modeling approach on objectivity of the local
response and the corrections which need to be made for certain approaches are showcased by
moment-rotation curves of the yielded section at the column base. Considerations and findings
presented in the paper, along with other published case studies, can be used for reference when
preparing a computational model for inelastic analysis of a reinforced concrete structure.",
publisher = "University of Montenegro Faculty of Civil Engineering",
journal = "The ninth international conference civil engineering science & practice, GNP 2024 proceedings, Kolašin, Montenegro",
title = "Comparison of distributed plasticity approaches for inelastic analyisis of reinforced concrete frames",
pages = "304-297",
url = "https://hdl.handle.net/21.15107/rcub_rims_856"
}

Tomić, N., Terzić, A.,& Bojović, D.. (2024). Comparison of distributed plasticity approaches for inelastic analyisis of reinforced concrete frames. in The ninth international conference civil engineering science & practice, GNP 2024 proceedings, Kolašin, Montenegro
University of Montenegro Faculty of Civil Engineering., 297-304.
https://hdl.handle.net/21.15107/rcub_rims_856

Tomić N, Terzić A, Bojović D. Comparison of distributed plasticity approaches for inelastic analyisis of reinforced concrete frames. in The ninth international conference civil engineering science & practice, GNP 2024 proceedings, Kolašin, Montenegro. 2024;:297-304.
https://hdl.handle.net/21.15107/rcub_rims_856 .

Tomić, Nikola, Terzić, Anja, Bojović, Dragan, "Comparison of distributed plasticity approaches for inelastic analyisis of reinforced concrete frames" in The ninth international conference civil engineering science & practice, GNP 2024 proceedings, Kolašin, Montenegro (2024):297-304,
https://hdl.handle.net/21.15107/rcub_rims_856 .

TY  - JOUR
AU  - Pavlović, Marko
AU  - Terzić, Anja
AU  - Dojčinović, Marina
AU  - Radulović, Dragan
PY  - 2024
UR  - http://rims.institutims.rs/handle/123456789/817
AB  - The performance of thermo-insulation rendering mortars with alternations in ratios of powdered cordierite and talc was examined. The goal was to confirm that recycled kilnware cordierite can be reapplied in the mortar design without significant deterioration in performance in comparison with OPC mortar. Differential thermal analysis was employed for examining thermally induced reactions. The cavitation erosion, in testing sequences ranging from 30 to 120 minutes, was used to assess the compactness of the mortar structure. The physico-mechanical properties of experimental mortars were investigated. The morphologies of the mortar tablets upon cavitation were studied using a scanning electron microscope. It was established that cordierite and talc filler in amounts up to 20% enhance microstructural packing and mechanical strengths due to improved cementation and therefore contribute to cavitation erosion resistance. Higher amounts of talc cause structural degradation and mass loss during cavitation tests. Reducing manufacturing costs, energy consumption, and greenhouse gas emissions are the main objectives of the production of this waste-based construction composite, as the reuse of waste materials can help achieve a number of Sustainable Development Goals.
PB  - Association for ETRAN Society
T2  - Science of Sintering OnLine-First Issue 00
T1  - Developing thermal insulation cement-based mortars with recycled aggregate in accordance with net zero principles
DO  - 10.2298/SOS231215002P
ER  - 

@article{
author = "Pavlović, Marko and Terzić, Anja and Dojčinović, Marina and Radulović, Dragan",
year = "2024",
abstract = "The performance of thermo-insulation rendering mortars with alternations in ratios of powdered cordierite and talc was examined. The goal was to confirm that recycled kilnware cordierite can be reapplied in the mortar design without significant deterioration in performance in comparison with OPC mortar. Differential thermal analysis was employed for examining thermally induced reactions. The cavitation erosion, in testing sequences ranging from 30 to 120 minutes, was used to assess the compactness of the mortar structure. The physico-mechanical properties of experimental mortars were investigated. The morphologies of the mortar tablets upon cavitation were studied using a scanning electron microscope. It was established that cordierite and talc filler in amounts up to 20% enhance microstructural packing and mechanical strengths due to improved cementation and therefore contribute to cavitation erosion resistance. Higher amounts of talc cause structural degradation and mass loss during cavitation tests. Reducing manufacturing costs, energy consumption, and greenhouse gas emissions are the main objectives of the production of this waste-based construction composite, as the reuse of waste materials can help achieve a number of Sustainable Development Goals.",
publisher = "Association for ETRAN Society",
journal = "Science of Sintering OnLine-First Issue 00",
title = "Developing thermal insulation cement-based mortars with recycled aggregate in accordance with net zero principles",
doi = "10.2298/SOS231215002P"
}

Pavlović, M., Terzić, A., Dojčinović, M.,& Radulović, D.. (2024). Developing thermal insulation cement-based mortars with recycled aggregate in accordance with net zero principles. in Science of Sintering OnLine-First Issue 00
Association for ETRAN Society..
https://doi.org/10.2298/SOS231215002P

Pavlović M, Terzić A, Dojčinović M, Radulović D. Developing thermal insulation cement-based mortars with recycled aggregate in accordance with net zero principles. in Science of Sintering OnLine-First Issue 00. 2024;.
doi:10.2298/SOS231215002P .

Pavlović, Marko, Terzić, Anja, Dojčinović, Marina, Radulović, Dragan, "Developing thermal insulation cement-based mortars with recycled aggregate in accordance with net zero principles" in Science of Sintering OnLine-First Issue 00 (2024),
https://doi.org/10.2298/SOS231215002P . .

TY  - JOUR
AU  - Vasić, Milica
AU  - Munoz Velasco, Pedro
AU  - Bueno-Rodríguez, Salvador
AU  - Netinger Grubeša, Ivanka
AU  - Dondi, Michele
AU  - Perez Villarejo, Luis
AU  - Eliche-Quesada, Dolores
AU  - Zanelli, Chiara
PY  - 2024
UR  - http://rims.institutims.rs/handle/123456789/809
AB  - The traditional ceramics industry uses large amounts of primary mineral raw materials. Improvements in the production of building materials based on non-metallic minerals can contribute to sustainable development in many ways, such as saving natural resources, using waste materials, reducing energy consumption, decreasing emissions hazardous to the health and the environment, particularly carbon dioxide, and reclamation of mines after exploitation of raw materials, etc. This paper describes the state of application of mineral raw materials and waste in the traditional ceramics industry with a perspective on future challenges. Intensified research is needed to complement the laboratory data and re-scale to the industrial-sized products while improving communication between both sectors.
PB  - Elsevier Ltd
T2  - Open Ceramics
T1  - State and perspectives of sustainable production of traditional silicate ceramics
VL  - 17
DO  - 10.1016/j.oceram.2024.100537
ER  - 

@article{
author = "Vasić, Milica and Munoz Velasco, Pedro and Bueno-Rodríguez, Salvador and Netinger Grubeša, Ivanka and Dondi, Michele and Perez Villarejo, Luis and Eliche-Quesada, Dolores and Zanelli, Chiara",
year = "2024",
abstract = "The traditional ceramics industry uses large amounts of primary mineral raw materials. Improvements in the production of building materials based on non-metallic minerals can contribute to sustainable development in many ways, such as saving natural resources, using waste materials, reducing energy consumption, decreasing emissions hazardous to the health and the environment, particularly carbon dioxide, and reclamation of mines after exploitation of raw materials, etc. This paper describes the state of application of mineral raw materials and waste in the traditional ceramics industry with a perspective on future challenges. Intensified research is needed to complement the laboratory data and re-scale to the industrial-sized products while improving communication between both sectors.",
publisher = "Elsevier Ltd",
journal = "Open Ceramics",
title = "State and perspectives of sustainable production of traditional silicate ceramics",
volume = "17",
doi = "10.1016/j.oceram.2024.100537"
}

Vasić, M., Munoz Velasco, P., Bueno-Rodríguez, S., Netinger Grubeša, I., Dondi, M., Perez Villarejo, L., Eliche-Quesada, D.,& Zanelli, C.. (2024). State and perspectives of sustainable production of traditional silicate ceramics. in Open Ceramics
Elsevier Ltd., 17.
https://doi.org/10.1016/j.oceram.2024.100537

Vasić M, Munoz Velasco P, Bueno-Rodríguez S, Netinger Grubeša I, Dondi M, Perez Villarejo L, Eliche-Quesada D, Zanelli C. State and perspectives of sustainable production of traditional silicate ceramics. in Open Ceramics. 2024;17.
doi:10.1016/j.oceram.2024.100537 .

Vasić, Milica, Munoz Velasco, Pedro, Bueno-Rodríguez, Salvador, Netinger Grubeša, Ivanka, Dondi, Michele, Perez Villarejo, Luis, Eliche-Quesada, Dolores, Zanelli, Chiara, "State and perspectives of sustainable production of traditional silicate ceramics" in Open Ceramics, 17 (2024),
https://doi.org/10.1016/j.oceram.2024.100537 . .

TY  - JOUR
AU  - Dubale, Mandefrot
AU  - Vasić, Milica
AU  - Goel, Gaurav
AU  - Kalamdhad, Ajay
AU  - Laishram, Boeing
PY  - 2024
UR  - http://rims.institutims.rs/handle/123456789/806
AB  - This study illustrates the utilization of roof tile waste as a resource in the manufacturing of fired bricks. Although commonly referred to as demolition waste, it is technically classifed as construction and demolition waste
(C&D). This demolition waste was used as a partial replacement of two soils (alluvial and laterite soil) at three firing temperatures that were considered economical (700, 850, and 900 ◦C). The waste considered was obtained from roof tiles previously fired at a low temperature below 800 ◦C, thus containing residual carbonates and clay
minerals. The increased waste input resulted in higher firing shrinkage, bulk density, and water absorption while
decreasing loss on ignition. An increase in firing temperature led to higher firing shrinkage, loss on ignition, and
bulk density, but lower water absorption. The bricks met both Indian and ASTM standards for 2nd and 3rd class
by adding 20–35 wt% of roof tile waste and firing at 850–900 ◦C in laboratory and industrial settings. The
minimum acceptable quality for the produced bricks was achieved with an addition of 35 wt% waste, resulting in
a water absorption of approximately 19% and a compressive strength ranging from 6 to 9 MPa. The study suggests that incorporating waste from demolished roof tiles into the production of burned bricks can be advantageous.
It can partially replace the need for soils, reduce natural resource usage, lower energy consumption
during production, and decrease the carbon footprint.
PB  - Elsevier Ltd
T2  - Construction and Building Materials
T1  - The recycling of demolition roof tile waste as a resource in the manufacturing of fired bricks: A scale-up to the industry
VL  - 412
DO  - 10.1016/j.conbuildmat.2023.134727
ER  - 

@article{
author = "Dubale, Mandefrot and Vasić, Milica and Goel, Gaurav and Kalamdhad, Ajay and Laishram, Boeing",
year = "2024",
abstract = "This study illustrates the utilization of roof tile waste as a resource in the manufacturing of fired bricks. Although commonly referred to as demolition waste, it is technically classifed as construction and demolition waste
(C&D). This demolition waste was used as a partial replacement of two soils (alluvial and laterite soil) at three firing temperatures that were considered economical (700, 850, and 900 ◦C). The waste considered was obtained from roof tiles previously fired at a low temperature below 800 ◦C, thus containing residual carbonates and clay
minerals. The increased waste input resulted in higher firing shrinkage, bulk density, and water absorption while
decreasing loss on ignition. An increase in firing temperature led to higher firing shrinkage, loss on ignition, and
bulk density, but lower water absorption. The bricks met both Indian and ASTM standards for 2nd and 3rd class
by adding 20–35 wt% of roof tile waste and firing at 850–900 ◦C in laboratory and industrial settings. The
minimum acceptable quality for the produced bricks was achieved with an addition of 35 wt% waste, resulting in
a water absorption of approximately 19% and a compressive strength ranging from 6 to 9 MPa. The study suggests that incorporating waste from demolished roof tiles into the production of burned bricks can be advantageous.
It can partially replace the need for soils, reduce natural resource usage, lower energy consumption
during production, and decrease the carbon footprint.",
publisher = "Elsevier Ltd",
journal = "Construction and Building Materials",
title = "The recycling of demolition roof tile waste as a resource in the manufacturing of fired bricks: A scale-up to the industry",
volume = "412",
doi = "10.1016/j.conbuildmat.2023.134727"
}

Dubale, M., Vasić, M., Goel, G., Kalamdhad, A.,& Laishram, B.. (2024). The recycling of demolition roof tile waste as a resource in the manufacturing of fired bricks: A scale-up to the industry. in Construction and Building Materials
Elsevier Ltd., 412.
https://doi.org/10.1016/j.conbuildmat.2023.134727

Dubale M, Vasić M, Goel G, Kalamdhad A, Laishram B. The recycling of demolition roof tile waste as a resource in the manufacturing of fired bricks: A scale-up to the industry. in Construction and Building Materials. 2024;412.
doi:10.1016/j.conbuildmat.2023.134727 .

Dubale, Mandefrot, Vasić, Milica, Goel, Gaurav, Kalamdhad, Ajay, Laishram, Boeing, "The recycling of demolition roof tile waste as a resource in the manufacturing of fired bricks: A scale-up to the industry" in Construction and Building Materials, 412 (2024),
https://doi.org/10.1016/j.conbuildmat.2023.134727 . .

TY  - JOUR
AU  - Terzić, Anja
AU  - Paunović, Vesna
AU  - Stojanović, Jovica
PY  - 2024
UR  - http://rims.institutims.rs/handle/123456789/807
AB  - The primary objective of this study was to look into the role of titanium dioxide in the production of corundum-based mortars, with a focus on finding the optimal mortar composition for achieving improved mechanical and dielectric performances. Changes in the mix design (different binders, different additive dosages), as well as their effects on the hydration pathway, chemical bonds, phase modifications, and microstructure, were examined. These findings were then correlated to the designed mortars' mechanical strengths and dielectric properties. Experimental mortars were produced with binders made from ordinary Portland cement, high alumina cement, and their mixtures, and corundum as aggregate. Titanium dioxide was employed as an additive (3 and 5 wt%). Nine different mortars were submitted for comprehensive mineralogical and microstructural characterization upon curing and solidification. The compressive and flexural strengths were monitored throughout the 28-day period. The dielectric constant (εr), dielectric loss tangent (tan δ), and electrical resistivity (ρ) were measured over a frequency range of 100 Hz to 1 MHz. XRD analysis highlighted the appearance of mayenite as a dielectric-prone phase in the samples doped with titanium dioxide. Differential thermal analysis and FTIR spectroscopy identified a higher amount of extra-low crystalline phase in OPC and HAC mortars with TiO2 addition, which accelerated hydration mechanisms, created a surplus of hydration products and made a more compact cement matrix. TiO2 added in 3 wt% amount led to higher mechanical strengths in OPC-based mortars, while it improved the dielectric properties of HAC mortars.
PB  - Elsevier Ltd
T2  - Construction and Building Materials
T1  - Effect of the titanium-dioxide addition on the structural, dielectric, and mechanical properties of different cement-based mortars with corundum aggregate
VL  - 412
DO  - 10.1016/j.conbuildmat.2023.134847
ER  - 

@article{
author = "Terzić, Anja and Paunović, Vesna and Stojanović, Jovica",
year = "2024",
abstract = "The primary objective of this study was to look into the role of titanium dioxide in the production of corundum-based mortars, with a focus on finding the optimal mortar composition for achieving improved mechanical and dielectric performances. Changes in the mix design (different binders, different additive dosages), as well as their effects on the hydration pathway, chemical bonds, phase modifications, and microstructure, were examined. These findings were then correlated to the designed mortars' mechanical strengths and dielectric properties. Experimental mortars were produced with binders made from ordinary Portland cement, high alumina cement, and their mixtures, and corundum as aggregate. Titanium dioxide was employed as an additive (3 and 5 wt%). Nine different mortars were submitted for comprehensive mineralogical and microstructural characterization upon curing and solidification. The compressive and flexural strengths were monitored throughout the 28-day period. The dielectric constant (εr), dielectric loss tangent (tan δ), and electrical resistivity (ρ) were measured over a frequency range of 100 Hz to 1 MHz. XRD analysis highlighted the appearance of mayenite as a dielectric-prone phase in the samples doped with titanium dioxide. Differential thermal analysis and FTIR spectroscopy identified a higher amount of extra-low crystalline phase in OPC and HAC mortars with TiO2 addition, which accelerated hydration mechanisms, created a surplus of hydration products and made a more compact cement matrix. TiO2 added in 3 wt% amount led to higher mechanical strengths in OPC-based mortars, while it improved the dielectric properties of HAC mortars.",
publisher = "Elsevier Ltd",
journal = "Construction and Building Materials",
title = "Effect of the titanium-dioxide addition on the structural, dielectric, and mechanical properties of different cement-based mortars with corundum aggregate",
volume = "412",
doi = "10.1016/j.conbuildmat.2023.134847"
}

Terzić, A., Paunović, V.,& Stojanović, J.. (2024). Effect of the titanium-dioxide addition on the structural, dielectric, and mechanical properties of different cement-based mortars with corundum aggregate. in Construction and Building Materials
Elsevier Ltd., 412.
https://doi.org/10.1016/j.conbuildmat.2023.134847

Terzić A, Paunović V, Stojanović J. Effect of the titanium-dioxide addition on the structural, dielectric, and mechanical properties of different cement-based mortars with corundum aggregate. in Construction and Building Materials. 2024;412.
doi:10.1016/j.conbuildmat.2023.134847 .

Terzić, Anja, Paunović, Vesna, Stojanović, Jovica, "Effect of the titanium-dioxide addition on the structural, dielectric, and mechanical properties of different cement-based mortars with corundum aggregate" in Construction and Building Materials, 412 (2024),
https://doi.org/10.1016/j.conbuildmat.2023.134847 . .

TY  - CONF
AU  - Vasić, Miloš
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/804
AB  - During the last 10 years it was shown that Deff – MR curve pattern is unique and very useful. This ability was firstly embedded in the procedure for setting up the fast drying regimes several years ago. This incredible pattern was used again in this invited paper. Actually, if the test samples formed from the same clay do not crack during drying in at least two isothermal experiments in which drying air temperature was different, while drying air humidity and velocity were constant, the unique line can be constructed. This line is linking corresponding Deff – MR curves through the same characteristic point. For simplicity reasons it was chosen to construct and use only the unique line pulled through characteristic E points. Its slope was proposed as the objective criteria for evaluation of the clays suitability for the rapid drying application. It was found that clays, for which the unique line slope is larger, had better dimensional and mechanical properties and were more suitable for the construction of the fast drying regimes.
C3  - International Journal of Modern Manufacturing Technologies
T1  - Procedure for assessment of the clays suitability towards fast drying
EP  - 197
IS  - 3
SP  - 192
VL  - 15
UR  - https://hdl.handle.net/21.15107/rcub_rims_804
ER  - 

@conference{
author = "Vasić, Miloš",
year = "2023",
abstract = "During the last 10 years it was shown that Deff – MR curve pattern is unique and very useful. This ability was firstly embedded in the procedure for setting up the fast drying regimes several years ago. This incredible pattern was used again in this invited paper. Actually, if the test samples formed from the same clay do not crack during drying in at least two isothermal experiments in which drying air temperature was different, while drying air humidity and velocity were constant, the unique line can be constructed. This line is linking corresponding Deff – MR curves through the same characteristic point. For simplicity reasons it was chosen to construct and use only the unique line pulled through characteristic E points. Its slope was proposed as the objective criteria for evaluation of the clays suitability for the rapid drying application. It was found that clays, for which the unique line slope is larger, had better dimensional and mechanical properties and were more suitable for the construction of the fast drying regimes.",
journal = "International Journal of Modern Manufacturing Technologies",
title = "Procedure for assessment of the clays suitability towards fast drying",
pages = "197-192",
number = "3",
volume = "15",
url = "https://hdl.handle.net/21.15107/rcub_rims_804"
}

Vasić, M.. (2023). Procedure for assessment of the clays suitability towards fast drying. in International Journal of Modern Manufacturing Technologies, 15(3), 192-197.
https://hdl.handle.net/21.15107/rcub_rims_804

Vasić M. Procedure for assessment of the clays suitability towards fast drying. in International Journal of Modern Manufacturing Technologies. 2023;15(3):192-197.
https://hdl.handle.net/21.15107/rcub_rims_804 .

Vasić, Miloš, "Procedure for assessment of the clays suitability towards fast drying" in International Journal of Modern Manufacturing Technologies, 15, no. 3 (2023):192-197,
https://hdl.handle.net/21.15107/rcub_rims_804 .

TY  - JOUR
AU  - Bulatović, Srđan
AU  - Aleksić, Vujadin
AU  - Zečević, Bojana
AU  - Prohaska, Biljana
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/664
AB  - Designing, constructing and putting into operation a hydroelectric power plant includes complex
tasks. Stresses of turbine and hydromechanical equipment of hydro power plants arise during the
production of parts and assembly of equipment (residual stresses), in the process of performing
functional requirements in exploitation and in the disturbed process of exploitation.
After several decades of constant exploitation of the horizontal bulb turbine, which is an integral
part of the hydroelectric power unit, empirically, the formation of a crack occurs in the turbine
shaft due to the influence of corrosion, erosion and cavitation.
Through experimental tests and calculations it has been determined that values of bending stresses
of the turbine, which occur due to the action of fatigue and corrosion, as well as stress
concentration, are bigger than 25 MPa for flanges exposed to water, and in other case bigger than
40 MPa for flanges exposed to `corrosive water` and can cause the occurrence of surface cracks
on the transition radius between the cylindrical part of the shaft and the flange. It has been
determined that stress values in the zone under the influence of bending stresses were bigger than
allowable values, which led to the occurrence of many cracks due to fatigue corrosion. One of
those cracks caused the failure of the shaft and of the whole turbine.
T2  - Advanced Technologies & Materials
T1  - Presence of crack due the constant exploitation of turbine shaft
EP  - 25
IS  - 1
SP  - 21
VL  - 48
DO  - 10.24867/ATM-2023-1-004
ER  - 

@article{
author = "Bulatović, Srđan and Aleksić, Vujadin and Zečević, Bojana and Prohaska, Biljana",
year = "2023",
abstract = "Designing, constructing and putting into operation a hydroelectric power plant includes complex
tasks. Stresses of turbine and hydromechanical equipment of hydro power plants arise during the
production of parts and assembly of equipment (residual stresses), in the process of performing
functional requirements in exploitation and in the disturbed process of exploitation.
After several decades of constant exploitation of the horizontal bulb turbine, which is an integral
part of the hydroelectric power unit, empirically, the formation of a crack occurs in the turbine
shaft due to the influence of corrosion, erosion and cavitation.
Through experimental tests and calculations it has been determined that values of bending stresses
of the turbine, which occur due to the action of fatigue and corrosion, as well as stress
concentration, are bigger than 25 MPa for flanges exposed to water, and in other case bigger than
40 MPa for flanges exposed to `corrosive water` and can cause the occurrence of surface cracks
on the transition radius between the cylindrical part of the shaft and the flange. It has been
determined that stress values in the zone under the influence of bending stresses were bigger than
allowable values, which led to the occurrence of many cracks due to fatigue corrosion. One of
those cracks caused the failure of the shaft and of the whole turbine.",
journal = "Advanced Technologies & Materials",
title = "Presence of crack due the constant exploitation of turbine shaft",
pages = "25-21",
number = "1",
volume = "48",
doi = "10.24867/ATM-2023-1-004"
}

Bulatović, S., Aleksić, V., Zečević, B.,& Prohaska, B.. (2023). Presence of crack due the constant exploitation of turbine shaft. in Advanced Technologies & Materials, 48(1), 21-25.
https://doi.org/10.24867/ATM-2023-1-004

Bulatović S, Aleksić V, Zečević B, Prohaska B. Presence of crack due the constant exploitation of turbine shaft. in Advanced Technologies & Materials. 2023;48(1):21-25.
doi:10.24867/ATM-2023-1-004 .

Bulatović, Srđan, Aleksić, Vujadin, Zečević, Bojana, Prohaska, Biljana, "Presence of crack due the constant exploitation of turbine shaft" in Advanced Technologies & Materials, 48, no. 1 (2023):21-25,
https://doi.org/10.24867/ATM-2023-1-004 . .

TY  - CONF
AU  - Janković, Ksenija
AU  - Bojović, Dragan
AU  - Stojanović, Marko
AU  - Terzić, Anja
AU  - Stanković, Srboljub
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/819
AB  - Self-compacting concrete (SCC), a non-shaped composite building material, has
improved microstructure packing, strength, and durability thanks to the use of fly ash, a
highly effective mineral additive. Performances of SCC with fly ash and conventional
SCC with limestone filler were compared. Additional experimental self-compacting
concretes were made and adjusted with various types of fine aggregates, fillers, and
unique additives to increase freeze-thaw resistance. The relationship between the
proportion of barite sand and additives and the properties of SCC was investigated and
discussed. Tests of freeze-thaw resistance with and without de-icing salts are the main
focus of these articles.
PB  - Department of Civil Engineering and Geodesy, Faculty of Technical Sciences, Novi Sad
C3  - 16th International Scientific Conference „Integration, Novelty, Design, Interdisciplinarity, Sustainability" iNDiS 2023, Novi Sad, Serbia
T1  - Frost resistance of heavyweight self-compacting concrete
EP  - 597
SP  - 590
UR  - https://hdl.handle.net/21.15107/rcub_rims_819
ER  - 

@conference{
author = "Janković, Ksenija and Bojović, Dragan and Stojanović, Marko and Terzić, Anja and Stanković, Srboljub",
year = "2023",
abstract = "Self-compacting concrete (SCC), a non-shaped composite building material, has
improved microstructure packing, strength, and durability thanks to the use of fly ash, a
highly effective mineral additive. Performances of SCC with fly ash and conventional
SCC with limestone filler were compared. Additional experimental self-compacting
concretes were made and adjusted with various types of fine aggregates, fillers, and
unique additives to increase freeze-thaw resistance. The relationship between the
proportion of barite sand and additives and the properties of SCC was investigated and
discussed. Tests of freeze-thaw resistance with and without de-icing salts are the main
focus of these articles.",
publisher = "Department of Civil Engineering and Geodesy, Faculty of Technical Sciences, Novi Sad",
journal = "16th International Scientific Conference „Integration, Novelty, Design, Interdisciplinarity, Sustainability" iNDiS 2023, Novi Sad, Serbia",
title = "Frost resistance of heavyweight self-compacting concrete",
pages = "597-590",
url = "https://hdl.handle.net/21.15107/rcub_rims_819"
}

Janković, K., Bojović, D., Stojanović, M., Terzić, A.,& Stanković, S.. (2023). Frost resistance of heavyweight self-compacting concrete. in 16th International Scientific Conference „Integration, Novelty, Design, Interdisciplinarity, Sustainability" iNDiS 2023, Novi Sad, Serbia
Department of Civil Engineering and Geodesy, Faculty of Technical Sciences, Novi Sad., 590-597.
https://hdl.handle.net/21.15107/rcub_rims_819

Janković K, Bojović D, Stojanović M, Terzić A, Stanković S. Frost resistance of heavyweight self-compacting concrete. in 16th International Scientific Conference „Integration, Novelty, Design, Interdisciplinarity, Sustainability" iNDiS 2023, Novi Sad, Serbia. 2023;:590-597.
https://hdl.handle.net/21.15107/rcub_rims_819 .

Janković, Ksenija, Bojović, Dragan, Stojanović, Marko, Terzić, Anja, Stanković, Srboljub, "Frost resistance of heavyweight self-compacting concrete" in 16th International Scientific Conference „Integration, Novelty, Design, Interdisciplinarity, Sustainability" iNDiS 2023, Novi Sad, Serbia (2023):590-597,
https://hdl.handle.net/21.15107/rcub_rims_819 .

TY  - CONF
AU  - Stojanović, Marko
AU  - Janković, Ksenija
AU  - Bojović, Dragan
AU  - Terzić, Anja
AU  - Antić Aranđelović, Lana
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/818
AB  - Global warming and the emission of CO2 into the atmosphere is becoming a bigger
problem in the world every year. The desire for a global increase in production and the
ever-increasing development of industry are the cause of the increased amount of waste
in landfills and environmental pollution. Concrete is the most used construction material
in the world, and the production of its main ingredient, cement, is responsible for about
7% of CO2 emissions in the world. Application of waste materials and by-products that
end up as waste during some industrial process in production can find further
application in concrete. Such materials can be used as mineral additives or as aggregate
fillers, for partial or complete replacement of natural stone aggregate and/or cement. In
this work, volume replacement of the fine fraction with 2.5 and 7.5 % crushed rubber
was performed. Based on the test results of fresh concrete, in concrete with rubber
addition, the slump consistency and bulk density decrease, and the air content
increases. A drop in compressive strength of concrete was observed with an increase in
the rubber content of 7.5%.
PB  - Department of Civil Engineering and Geodesy, Faculty of Technical Sciences, Novi Sad
C3  - 16th International Scientific Conference „Integration, Novelty, Design, Interdisciplinarity, Sustainability" iNDiS 2023, Novi Sad, Serbia
T1  - Influence of recycled rubber on properties of concrete
EP  - 494
SP  - 487
UR  - https://hdl.handle.net/21.15107/rcub_rims_818
ER  - 

@conference{
author = "Stojanović, Marko and Janković, Ksenija and Bojović, Dragan and Terzić, Anja and Antić Aranđelović, Lana",
year = "2023",
abstract = "Global warming and the emission of CO2 into the atmosphere is becoming a bigger
problem in the world every year. The desire for a global increase in production and the
ever-increasing development of industry are the cause of the increased amount of waste
in landfills and environmental pollution. Concrete is the most used construction material
in the world, and the production of its main ingredient, cement, is responsible for about
7% of CO2 emissions in the world. Application of waste materials and by-products that
end up as waste during some industrial process in production can find further
application in concrete. Such materials can be used as mineral additives or as aggregate
fillers, for partial or complete replacement of natural stone aggregate and/or cement. In
this work, volume replacement of the fine fraction with 2.5 and 7.5 % crushed rubber
was performed. Based on the test results of fresh concrete, in concrete with rubber
addition, the slump consistency and bulk density decrease, and the air content
increases. A drop in compressive strength of concrete was observed with an increase in
the rubber content of 7.5%.",
publisher = "Department of Civil Engineering and Geodesy, Faculty of Technical Sciences, Novi Sad",
journal = "16th International Scientific Conference „Integration, Novelty, Design, Interdisciplinarity, Sustainability" iNDiS 2023, Novi Sad, Serbia",
title = "Influence of recycled rubber on properties of concrete",
pages = "494-487",
url = "https://hdl.handle.net/21.15107/rcub_rims_818"
}

Stojanović, M., Janković, K., Bojović, D., Terzić, A.,& Antić Aranđelović, L.. (2023). Influence of recycled rubber on properties of concrete. in 16th International Scientific Conference „Integration, Novelty, Design, Interdisciplinarity, Sustainability" iNDiS 2023, Novi Sad, Serbia
Department of Civil Engineering and Geodesy, Faculty of Technical Sciences, Novi Sad., 487-494.
https://hdl.handle.net/21.15107/rcub_rims_818

Stojanović M, Janković K, Bojović D, Terzić A, Antić Aranđelović L. Influence of recycled rubber on properties of concrete. in 16th International Scientific Conference „Integration, Novelty, Design, Interdisciplinarity, Sustainability" iNDiS 2023, Novi Sad, Serbia. 2023;:487-494.
https://hdl.handle.net/21.15107/rcub_rims_818 .

Stojanović, Marko, Janković, Ksenija, Bojović, Dragan, Terzić, Anja, Antić Aranđelović, Lana, "Influence of recycled rubber on properties of concrete" in 16th International Scientific Conference „Integration, Novelty, Design, Interdisciplinarity, Sustainability" iNDiS 2023, Novi Sad, Serbia (2023):487-494,
https://hdl.handle.net/21.15107/rcub_rims_818 .

TY  - JOUR
AU  - Aleksić, Vujadin
AU  - Bulatović, Srđan
AU  - Zečević, Bojana
AU  - Maksimović, Ana
AU  - Milović, Ljubica
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/805
AB  - In the paper, based on the results of the experimental research of high-strength low-alloy steel
(HSLA), Nionicral 70 (NN-70), under conditions of low-cycle fatigue (LCF), a numerical analysis of
stress and determination of the life of steel samples was performed. Experimental testing of the
behavior of the samples were performed with controlled and fully reversible strain (/2 = const,
R = min/max = -1), according to the standard ISO 12106:2003 (E). For computational analyses, the
following were used: the method of least squares and the method of finite elements (FEM). On the
basis of the analysis of the results of the stress-deformation state and the determination of the life
span through the isolines of the life span and comparison with the results of experimental tests, a
graphic representation is given. The analysis justified the effort to numerically solve the estimation
of the lifespan of steel under low cycle fatigue (LCF).
T2  - Advanced Technologies & Materials
T1  - Numerical Determination of the Life of Steel Exposed To Low Cycle Fatigue
EP  - 76
IS  - 2
SP  - 69
VL  - 48
DO  - 10.24867/ATM-2023-2-005
ER  - 

@article{
author = "Aleksić, Vujadin and Bulatović, Srđan and Zečević, Bojana and Maksimović, Ana and Milović, Ljubica",
year = "2023",
abstract = "In the paper, based on the results of the experimental research of high-strength low-alloy steel
(HSLA), Nionicral 70 (NN-70), under conditions of low-cycle fatigue (LCF), a numerical analysis of
stress and determination of the life of steel samples was performed. Experimental testing of the
behavior of the samples were performed with controlled and fully reversible strain (/2 = const,
R = min/max = -1), according to the standard ISO 12106:2003 (E). For computational analyses, the
following were used: the method of least squares and the method of finite elements (FEM). On the
basis of the analysis of the results of the stress-deformation state and the determination of the life
span through the isolines of the life span and comparison with the results of experimental tests, a
graphic representation is given. The analysis justified the effort to numerically solve the estimation
of the lifespan of steel under low cycle fatigue (LCF).",
journal = "Advanced Technologies & Materials",
title = "Numerical Determination of the Life of Steel Exposed To Low Cycle Fatigue",
pages = "76-69",
number = "2",
volume = "48",
doi = "10.24867/ATM-2023-2-005"
}

Aleksić, V., Bulatović, S., Zečević, B., Maksimović, A.,& Milović, L.. (2023). Numerical Determination of the Life of Steel Exposed To Low Cycle Fatigue. in Advanced Technologies & Materials, 48(2), 69-76.
https://doi.org/10.24867/ATM-2023-2-005

Aleksić V, Bulatović S, Zečević B, Maksimović A, Milović L. Numerical Determination of the Life of Steel Exposed To Low Cycle Fatigue. in Advanced Technologies & Materials. 2023;48(2):69-76.
doi:10.24867/ATM-2023-2-005 .

Aleksić, Vujadin, Bulatović, Srđan, Zečević, Bojana, Maksimović, Ana, Milović, Ljubica, "Numerical Determination of the Life of Steel Exposed To Low Cycle Fatigue" in Advanced Technologies & Materials, 48, no. 2 (2023):69-76,
https://doi.org/10.24867/ATM-2023-2-005 . .

TY  - CONF
AU  - Aleksić, Vujadin
AU  - Bulatović, Srđan
AU  - Zečević, Bojana
AU  - Maksimović, Ana
AU  - Milović, Ljubica
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/767
AB  - Preparation for non-destructive testing (NDT), preparation of test reports, as well as control
calculation of a pressure vessel (PV) using the finite element method (FEM), with or without
identified irregularities, requires the use of commercial programs for parametric modeling,
which allow the rapid creation of three-dimensional (3D) model of the test object. 3D modeling
programs enable the determination of one or more rappers in order to orient the test object,
accurately define the established irregularity or error after NDT, as well as the most critical
part of the PV construction after FEM calculation with the possibility of optimization.
Programs for 3D modeling also enable modeling of determined irregularities after performed
tests that occurred during the construction, calculation, production or exploitation of the PV
construction itself. Irregularities are reflected in the form of improperly performed welded
joints, cracks, corrosion, erosion or cavitation of materials, and are used for the preparation of
test reports and control calculations of the PV structure with and/or without established
irregularities and errors, with the aim of making the correct decision on the continuation of
exploitation construction of PV or about its degree of rehabilitation
PB  - UNIVERSITY OF EAST SARAJEVO FACULTY OF TECHNOLOGY
C3  - VIII International Congress “Engineering, Environment and Materials in Process Industry“
T1  - Parameter programs for 3D modeling in the function of nondestructive testing and determination of the lifetime of pressure vessels
EP  - 418
SP  - 411
UR  - https://hdl.handle.net/21.15107/rcub_rims_767
ER  - 

@conference{
author = "Aleksić, Vujadin and Bulatović, Srđan and Zečević, Bojana and Maksimović, Ana and Milović, Ljubica",
year = "2023",
abstract = "Preparation for non-destructive testing (NDT), preparation of test reports, as well as control
calculation of a pressure vessel (PV) using the finite element method (FEM), with or without
identified irregularities, requires the use of commercial programs for parametric modeling,
which allow the rapid creation of three-dimensional (3D) model of the test object. 3D modeling
programs enable the determination of one or more rappers in order to orient the test object,
accurately define the established irregularity or error after NDT, as well as the most critical
part of the PV construction after FEM calculation with the possibility of optimization.
Programs for 3D modeling also enable modeling of determined irregularities after performed
tests that occurred during the construction, calculation, production or exploitation of the PV
construction itself. Irregularities are reflected in the form of improperly performed welded
joints, cracks, corrosion, erosion or cavitation of materials, and are used for the preparation of
test reports and control calculations of the PV structure with and/or without established
irregularities and errors, with the aim of making the correct decision on the continuation of
exploitation construction of PV or about its degree of rehabilitation",
publisher = "UNIVERSITY OF EAST SARAJEVO FACULTY OF TECHNOLOGY",
journal = "VIII International Congress “Engineering, Environment and Materials in Process Industry“",
title = "Parameter programs for 3D modeling in the function of nondestructive testing and determination of the lifetime of pressure vessels",
pages = "418-411",
url = "https://hdl.handle.net/21.15107/rcub_rims_767"
}

Aleksić, V., Bulatović, S., Zečević, B., Maksimović, A.,& Milović, L.. (2023). Parameter programs for 3D modeling in the function of nondestructive testing and determination of the lifetime of pressure vessels. in VIII International Congress “Engineering, Environment and Materials in Process Industry“
UNIVERSITY OF EAST SARAJEVO FACULTY OF TECHNOLOGY., 411-418.
https://hdl.handle.net/21.15107/rcub_rims_767

Aleksić V, Bulatović S, Zečević B, Maksimović A, Milović L. Parameter programs for 3D modeling in the function of nondestructive testing and determination of the lifetime of pressure vessels. in VIII International Congress “Engineering, Environment and Materials in Process Industry“. 2023;:411-418.
https://hdl.handle.net/21.15107/rcub_rims_767 .

Aleksić, Vujadin, Bulatović, Srđan, Zečević, Bojana, Maksimović, Ana, Milović, Ljubica, "Parameter programs for 3D modeling in the function of nondestructive testing and determination of the lifetime of pressure vessels" in VIII International Congress “Engineering, Environment and Materials in Process Industry“ (2023):411-418,
https://hdl.handle.net/21.15107/rcub_rims_767 .

TY  - CONF
AU  - Vasić, Miloš
AU  - Vasić, Milica
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/710
AB  - In this paper, the drying modeling of roofing tiles was done using a "lumped" approach. In
other words, several forces that are influencing internal moisture transport are combined to
create effective moisture diffusivity. For this reason, the effective diffusivity coefficient was
added to Cranck's diffusion equation. In their earlier works, the authors published the solution
to the diffusion equation, which assumes that effective diffusivity is constant. It was
demonstrated that, particularly if shrinkage is not taken into account during the computation
stage, the simulated drying curves differ from the experimental results. The next step was to
ascertain the time-dependent effective diffusivity and to more precisely anticipate the drying
kinetic. The general functional relationship between effective moisture diffusivity and Fourier
number was first determined to fulfill this assignment. Experimental proof of the proposed
model was provided. Less than 3% of the outcomes from the simulation and the experiment
deviated from each other. This was a resounding affirmation that effective diffusivity is not
constant during drying and that all internal transport mechanisms are observable in their timedependent
relation.
PB  - Serbian Ceramic Society
C3  - Serbian Ceramic Society Conference - ADVANCED CERAMICS AND APPLICATION XI Program and the Book of Abstracts
T1  - The lumped approach in drying modeling of roofing tiles – variable effective diffusivity determination
SP  - 54
UR  - https://hdl.handle.net/21.15107/rcub_rims_710
ER  - 

@conference{
author = "Vasić, Miloš and Vasić, Milica",
year = "2023",
abstract = "In this paper, the drying modeling of roofing tiles was done using a "lumped" approach. In
other words, several forces that are influencing internal moisture transport are combined to
create effective moisture diffusivity. For this reason, the effective diffusivity coefficient was
added to Cranck's diffusion equation. In their earlier works, the authors published the solution
to the diffusion equation, which assumes that effective diffusivity is constant. It was
demonstrated that, particularly if shrinkage is not taken into account during the computation
stage, the simulated drying curves differ from the experimental results. The next step was to
ascertain the time-dependent effective diffusivity and to more precisely anticipate the drying
kinetic. The general functional relationship between effective moisture diffusivity and Fourier
number was first determined to fulfill this assignment. Experimental proof of the proposed
model was provided. Less than 3% of the outcomes from the simulation and the experiment
deviated from each other. This was a resounding affirmation that effective diffusivity is not
constant during drying and that all internal transport mechanisms are observable in their timedependent
relation.",
publisher = "Serbian Ceramic Society",
journal = "Serbian Ceramic Society Conference - ADVANCED CERAMICS AND APPLICATION XI Program and the Book of Abstracts",
title = "The lumped approach in drying modeling of roofing tiles – variable effective diffusivity determination",
pages = "54",
url = "https://hdl.handle.net/21.15107/rcub_rims_710"
}

Vasić, M.,& Vasić, M.. (2023). The lumped approach in drying modeling of roofing tiles – variable effective diffusivity determination. in Serbian Ceramic Society Conference - ADVANCED CERAMICS AND APPLICATION XI Program and the Book of Abstracts
Serbian Ceramic Society., 54.
https://hdl.handle.net/21.15107/rcub_rims_710

Vasić M, Vasić M. The lumped approach in drying modeling of roofing tiles – variable effective diffusivity determination. in Serbian Ceramic Society Conference - ADVANCED CERAMICS AND APPLICATION XI Program and the Book of Abstracts. 2023;:54.
https://hdl.handle.net/21.15107/rcub_rims_710 .

Vasić, Miloš, Vasić, Milica, "The lumped approach in drying modeling of roofing tiles – variable effective diffusivity determination" in Serbian Ceramic Society Conference - ADVANCED CERAMICS AND APPLICATION XI Program and the Book of Abstracts (2023):54,
https://hdl.handle.net/21.15107/rcub_rims_710 .

TY  - CONF
AU  - Ilić, Snežana
AU  - Džolev, Igor
AU  - Laban, Mirjana
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/706
AB  - The problems of steady-state and transient heat conduction for a given geometry can be
solved analytically and numerically. While the use of analytical solutions is limited,
numerical methods can be used to solve heat transfer problems in complex geometries
with more intricate boundary conditions, using computer simulations. Complex
geometries are discretized to form an efficient numerical mesh for solving the given
problem. This paper focuses on the calculation of one-dimensional, transient heat
transfer for a wall with a thickness of 4 cm. The wall temperatures are calculated for
each mesh node at a given moment in time. Two types of analyses were performed,
using FSM analysis (Finite Strip Method) and FEM analysis (Finite Element Method).
The former was conducted using Microsoft Excel, while the latter was calculatedusing
ANSYS software. A parametric study was performed in order to analyse the influence
of spatial and temporal step size on the accuracy of the solution. Finally, the optimal
solution was determined to obtain temperature results with the lowest relative error
within the wall nodes, while maintaining the efficiency of the computational model.
C3  - INTERNATIONAL SCIENTIFIC CONFERENCE PLANNING, DESIGN, CONSTRUCTION AND BUILDING RENEWAL, iNDiS 2023, Proceedings
T1  - Optimal numerical model of a non-stationary heat transfer through a wall
UR  - https://hdl.handle.net/21.15107/rcub_rims_706
ER  - 

@conference{
author = "Ilić, Snežana and Džolev, Igor and Laban, Mirjana",
year = "2023",
abstract = "The problems of steady-state and transient heat conduction for a given geometry can be
solved analytically and numerically. While the use of analytical solutions is limited,
numerical methods can be used to solve heat transfer problems in complex geometries
with more intricate boundary conditions, using computer simulations. Complex
geometries are discretized to form an efficient numerical mesh for solving the given
problem. This paper focuses on the calculation of one-dimensional, transient heat
transfer for a wall with a thickness of 4 cm. The wall temperatures are calculated for
each mesh node at a given moment in time. Two types of analyses were performed,
using FSM analysis (Finite Strip Method) and FEM analysis (Finite Element Method).
The former was conducted using Microsoft Excel, while the latter was calculatedusing
ANSYS software. A parametric study was performed in order to analyse the influence
of spatial and temporal step size on the accuracy of the solution. Finally, the optimal
solution was determined to obtain temperature results with the lowest relative error
within the wall nodes, while maintaining the efficiency of the computational model.",
journal = "INTERNATIONAL SCIENTIFIC CONFERENCE PLANNING, DESIGN, CONSTRUCTION AND BUILDING RENEWAL, iNDiS 2023, Proceedings",
title = "Optimal numerical model of a non-stationary heat transfer through a wall",
url = "https://hdl.handle.net/21.15107/rcub_rims_706"
}

Ilić, S., Džolev, I.,& Laban, M.. (2023). Optimal numerical model of a non-stationary heat transfer through a wall. in INTERNATIONAL SCIENTIFIC CONFERENCE PLANNING, DESIGN, CONSTRUCTION AND BUILDING RENEWAL, iNDiS 2023, Proceedings.
https://hdl.handle.net/21.15107/rcub_rims_706

Ilić S, Džolev I, Laban M. Optimal numerical model of a non-stationary heat transfer through a wall. in INTERNATIONAL SCIENTIFIC CONFERENCE PLANNING, DESIGN, CONSTRUCTION AND BUILDING RENEWAL, iNDiS 2023, Proceedings. 2023;.
https://hdl.handle.net/21.15107/rcub_rims_706 .

Ilić, Snežana, Džolev, Igor, Laban, Mirjana, "Optimal numerical model of a non-stationary heat transfer through a wall" in INTERNATIONAL SCIENTIFIC CONFERENCE PLANNING, DESIGN, CONSTRUCTION AND BUILDING RENEWAL, iNDiS 2023, Proceedings (2023),
https://hdl.handle.net/21.15107/rcub_rims_706 .

TY  - JOUR
AU  - Radojević, Zagorka
AU  - Vasić, Milica
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/693
AB  - The technical features of the issues caused by the brick industry's usage of petroleum coke as a fuel were identified in this study. The effects were evaluated in terms of the concentration of hazardous materials in petroleum coke, the CO2, SO2 and NOx emissions in the flue gases, the corrosion of refractory materials in the furnace, the corrosion of pipelines and metal structures in the dryer and furnace, the deposition of sulfate scum on dry products, and the fixation of white scum on finished products. To assess the microstructure and composition of the regions of the samples exposed to flue gases and that inside the material, refractory brick samples from the furnace walls were examined under a microscope. The compressive stress of the part of the sample affected by the flue gas from the kiln is lowered by 37.3 %, which is caused by the agglomeration of sulfate salts and the presence of a high quantity of vanadium. It was determined that, regardless of potential energy savings, the sulfur concentration in petroleum coke must be below 5% if utilized as an energy source in the brick sector since there are suitable conditions for accelerated corrosion processes.
T2  - Building Materials and Structures
T1  - Negative impacts of petroleum coke as an energy source in the brick-making industry
IS  - 4
VL  - 66
DO  - 10.5937/GRMK2300010R
ER  - 

@article{
author = "Radojević, Zagorka and Vasić, Milica",
year = "2023",
abstract = "The technical features of the issues caused by the brick industry's usage of petroleum coke as a fuel were identified in this study. The effects were evaluated in terms of the concentration of hazardous materials in petroleum coke, the CO2, SO2 and NOx emissions in the flue gases, the corrosion of refractory materials in the furnace, the corrosion of pipelines and metal structures in the dryer and furnace, the deposition of sulfate scum on dry products, and the fixation of white scum on finished products. To assess the microstructure and composition of the regions of the samples exposed to flue gases and that inside the material, refractory brick samples from the furnace walls were examined under a microscope. The compressive stress of the part of the sample affected by the flue gas from the kiln is lowered by 37.3 %, which is caused by the agglomeration of sulfate salts and the presence of a high quantity of vanadium. It was determined that, regardless of potential energy savings, the sulfur concentration in petroleum coke must be below 5% if utilized as an energy source in the brick sector since there are suitable conditions for accelerated corrosion processes.",
journal = "Building Materials and Structures",
title = "Negative impacts of petroleum coke as an energy source in the brick-making industry",
number = "4",
volume = "66",
doi = "10.5937/GRMK2300010R"
}

Radojević, Z.,& Vasić, M.. (2023). Negative impacts of petroleum coke as an energy source in the brick-making industry. in Building Materials and Structures, 66(4).
https://doi.org/10.5937/GRMK2300010R

Radojević Z, Vasić M. Negative impacts of petroleum coke as an energy source in the brick-making industry. in Building Materials and Structures. 2023;66(4).
doi:10.5937/GRMK2300010R .

Radojević, Zagorka, Vasić, Milica, "Negative impacts of petroleum coke as an energy source in the brick-making industry" in Building Materials and Structures, 66, no. 4 (2023),
https://doi.org/10.5937/GRMK2300010R . .

TY  - JOUR
AU  - Dubale, Mandefrot
AU  - Vasić, Milica
AU  - Goel, Gaurav
AU  - Kalamdhad, Ajay
AU  - Singh, Laishram
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/448
AB  - The European Green Deal, which emphasizes zero-waste economies, and waste recycling
in construction and building materials, has arisen due to significant worldwide needs for solid waste recovery and usage. This ambitious study focuses on recycling mixed construction and demolition (C&D) waste into burnt bricks and investigating the influence of firing temperature. While pursuing its objectives, this is dependent on raw material characterization and burnt-brick product quality assessment. The recycling of mixed C&D waste is explored by mixing the waste into two soil types (alluvial and laterite) in ratios ranging from 5% to 45% at three firing temperatures (700 °C, 850 °C and 900 °C). The utilization of mixed C&D waste in amounts of 10% at 700 °C and 25% at 850 °C and 900 °C fulfilled the Indian standard. Although a fire at 700 °C results in less optimal waste utilization, it is beneficial and recommended for reducing the carbon footprint and energy use. Additional mineralogical and microstructural analyzes are performed on the optimal fired samples.
The study’s findings are promising for sustainable resource usage, reducing carbon footprint, and
reducing waste disposal volume. This research is a big step toward the Sustainable Development
Goals of the United Nations and a circular economy.
PB  - MDPI
T2  - Materials 2023, 16, 262
T1  - Utilization of Construction and Demolition Mix Waste in the Fired Brick Production: The Impact on Mechanical Properties
DO  - 10.3390/ma16010262
ER  - 

@article{
author = "Dubale, Mandefrot and Vasić, Milica and Goel, Gaurav and Kalamdhad, Ajay and Singh, Laishram",
year = "2023",
abstract = "The European Green Deal, which emphasizes zero-waste economies, and waste recycling
in construction and building materials, has arisen due to significant worldwide needs for solid waste recovery and usage. This ambitious study focuses on recycling mixed construction and demolition (C&D) waste into burnt bricks and investigating the influence of firing temperature. While pursuing its objectives, this is dependent on raw material characterization and burnt-brick product quality assessment. The recycling of mixed C&D waste is explored by mixing the waste into two soil types (alluvial and laterite) in ratios ranging from 5% to 45% at three firing temperatures (700 °C, 850 °C and 900 °C). The utilization of mixed C&D waste in amounts of 10% at 700 °C and 25% at 850 °C and 900 °C fulfilled the Indian standard. Although a fire at 700 °C results in less optimal waste utilization, it is beneficial and recommended for reducing the carbon footprint and energy use. Additional mineralogical and microstructural analyzes are performed on the optimal fired samples.
The study’s findings are promising for sustainable resource usage, reducing carbon footprint, and
reducing waste disposal volume. This research is a big step toward the Sustainable Development
Goals of the United Nations and a circular economy.",
publisher = "MDPI",
journal = "Materials 2023, 16, 262",
title = "Utilization of Construction and Demolition Mix Waste in the Fired Brick Production: The Impact on Mechanical Properties",
doi = "10.3390/ma16010262"
}

Dubale, M., Vasić, M., Goel, G., Kalamdhad, A.,& Singh, L.. (2023). Utilization of Construction and Demolition Mix Waste in the Fired Brick Production: The Impact on Mechanical Properties. in Materials 2023, 16, 262
MDPI..
https://doi.org/10.3390/ma16010262

Dubale M, Vasić M, Goel G, Kalamdhad A, Singh L. Utilization of Construction and Demolition Mix Waste in the Fired Brick Production: The Impact on Mechanical Properties. in Materials 2023, 16, 262. 2023;.
doi:10.3390/ma16010262 .

Dubale, Mandefrot, Vasić, Milica, Goel, Gaurav, Kalamdhad, Ajay, Singh, Laishram, "Utilization of Construction and Demolition Mix Waste in the Fired Brick Production: The Impact on Mechanical Properties" in Materials 2023, 16, 262 (2023),
https://doi.org/10.3390/ma16010262 . .

TY  - CONF
AU  - Aleksić, Vujadin
AU  - Zečević, Bojana
AU  - Bulatović, Srđan
AU  - Maksimović, Ana
AU  - Milović, Ljubica
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/681
AB  - Pipelines, with specifics in design, construction, testing and safety requirements must be designed
based on all relevant influences to ensure that they are safe during their working life. Allowable
stresses must be limited by possible errors in working conditions, in order to completely eliminate
the uncertainty arising from the production, the calculation model, the actual working conditions and
the characteristics and behavior of the material. In the paper, on the example of modeling and
calculation of the corrosion-damaged structure of the ammonia (NH3) transfer pipeline, a
methodological approach to the calculation using the Finite Element Method (FEM), is shown, in
accordance with the methods defined by the new and general approach to standardization and
technical harmonization for pressure equipment (Pressure Equipment Directive - PED 97/23 EC).
The paper uses advanced modeling techniques of corroded surfaces, based on FEM, with the aim of
developing a procedure for assessing the residual strength of steel pipelines operating in the
environmental conditions of the chemical products industry. The presentation of possible damages
and consequences caused by the corrosion of steel pipelines in the chemical products industry is also
given, and the possibility of taking measures to prevent such occurrences is discussed.
PB  - SERBIAN SOCIETY OF CORROSION AND MATERIALS PROTECTION (UISKOZAM)
C3  - XXIV YuCorr, Divčibare, Serbia-Proceedings
T1  - The Finite Element Method in the function of corrosion damage assessment of pipelines
EP  - 225
SP  - 216
UR  - https://hdl.handle.net/21.15107/rcub_rims_681
ER  - 

@conference{
author = "Aleksić, Vujadin and Zečević, Bojana and Bulatović, Srđan and Maksimović, Ana and Milović, Ljubica",
year = "2023",
abstract = "Pipelines, with specifics in design, construction, testing and safety requirements must be designed
based on all relevant influences to ensure that they are safe during their working life. Allowable
stresses must be limited by possible errors in working conditions, in order to completely eliminate
the uncertainty arising from the production, the calculation model, the actual working conditions and
the characteristics and behavior of the material. In the paper, on the example of modeling and
calculation of the corrosion-damaged structure of the ammonia (NH3) transfer pipeline, a
methodological approach to the calculation using the Finite Element Method (FEM), is shown, in
accordance with the methods defined by the new and general approach to standardization and
technical harmonization for pressure equipment (Pressure Equipment Directive - PED 97/23 EC).
The paper uses advanced modeling techniques of corroded surfaces, based on FEM, with the aim of
developing a procedure for assessing the residual strength of steel pipelines operating in the
environmental conditions of the chemical products industry. The presentation of possible damages
and consequences caused by the corrosion of steel pipelines in the chemical products industry is also
given, and the possibility of taking measures to prevent such occurrences is discussed.",
publisher = "SERBIAN SOCIETY OF CORROSION AND MATERIALS PROTECTION (UISKOZAM)",
journal = "XXIV YuCorr, Divčibare, Serbia-Proceedings",
title = "The Finite Element Method in the function of corrosion damage assessment of pipelines",
pages = "225-216",
url = "https://hdl.handle.net/21.15107/rcub_rims_681"
}

Aleksić, V., Zečević, B., Bulatović, S., Maksimović, A.,& Milović, L.. (2023). The Finite Element Method in the function of corrosion damage assessment of pipelines. in XXIV YuCorr, Divčibare, Serbia-Proceedings
SERBIAN SOCIETY OF CORROSION AND MATERIALS PROTECTION (UISKOZAM)., 216-225.
https://hdl.handle.net/21.15107/rcub_rims_681

Aleksić V, Zečević B, Bulatović S, Maksimović A, Milović L. The Finite Element Method in the function of corrosion damage assessment of pipelines. in XXIV YuCorr, Divčibare, Serbia-Proceedings. 2023;:216-225.
https://hdl.handle.net/21.15107/rcub_rims_681 .

Aleksić, Vujadin, Zečević, Bojana, Bulatović, Srđan, Maksimović, Ana, Milović, Ljubica, "The Finite Element Method in the function of corrosion damage assessment of pipelines" in XXIV YuCorr, Divčibare, Serbia-Proceedings (2023):216-225,
https://hdl.handle.net/21.15107/rcub_rims_681 .

TY  - CONF
AU  - Bulatović, Srđan
AU  - Aleksić, Vujadin
AU  - Zečević, Bojana
AU  - Ristić, Ognjen
AU  - Maksimović, Ana
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/680
AB  - This paper describes the procedures for preventing corrosion of welded joints. Also, a theoretical
overview of the forms of corrosion that are most prevalent in welded joints is presented.
The concept of corrosion in welded joints is very pronounced in real conditions. Welded joints are
inseparable joints that form an integral part of steel welded constructions. The internal energy
increases during the fusion welding especially in the heat affected places around the welded joint,
which become initiating spot of corrosion degradation. That is why it is of vital importance to focus
on ways to increase the resistance of welded structures to the impact of corrosion.
PB  - SERBIAN SOCIETY OF CORROSION AND MATERIALS PROTECTION (UISKOZAM)
C3  - XXIV YuCorr, Divčibare, Serbia-Proceedings
T1  - Procedures for preventing corrosion of welded joints
EP  - 215
SP  - 210
UR  - https://hdl.handle.net/21.15107/rcub_rims_680
ER  - 

@conference{
author = "Bulatović, Srđan and Aleksić, Vujadin and Zečević, Bojana and Ristić, Ognjen and Maksimović, Ana",
year = "2023",
abstract = "This paper describes the procedures for preventing corrosion of welded joints. Also, a theoretical
overview of the forms of corrosion that are most prevalent in welded joints is presented.
The concept of corrosion in welded joints is very pronounced in real conditions. Welded joints are
inseparable joints that form an integral part of steel welded constructions. The internal energy
increases during the fusion welding especially in the heat affected places around the welded joint,
which become initiating spot of corrosion degradation. That is why it is of vital importance to focus
on ways to increase the resistance of welded structures to the impact of corrosion.",
publisher = "SERBIAN SOCIETY OF CORROSION AND MATERIALS PROTECTION (UISKOZAM)",
journal = "XXIV YuCorr, Divčibare, Serbia-Proceedings",
title = "Procedures for preventing corrosion of welded joints",
pages = "215-210",
url = "https://hdl.handle.net/21.15107/rcub_rims_680"
}

Bulatović, S., Aleksić, V., Zečević, B., Ristić, O.,& Maksimović, A.. (2023). Procedures for preventing corrosion of welded joints. in XXIV YuCorr, Divčibare, Serbia-Proceedings
SERBIAN SOCIETY OF CORROSION AND MATERIALS PROTECTION (UISKOZAM)., 210-215.
https://hdl.handle.net/21.15107/rcub_rims_680

Bulatović S, Aleksić V, Zečević B, Ristić O, Maksimović A. Procedures for preventing corrosion of welded joints. in XXIV YuCorr, Divčibare, Serbia-Proceedings. 2023;:210-215.
https://hdl.handle.net/21.15107/rcub_rims_680 .

Bulatović, Srđan, Aleksić, Vujadin, Zečević, Bojana, Ristić, Ognjen, Maksimović, Ana, "Procedures for preventing corrosion of welded joints" in XXIV YuCorr, Divčibare, Serbia-Proceedings (2023):210-215,
https://hdl.handle.net/21.15107/rcub_rims_680 .

TY  - JOUR
AU  - Bulatović, Srđan
AU  - Aleksić, Vujadin
AU  - Zečević, Bojana
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/682
AB  - Hydroelectric generating units at hydro power plants consist of turbine and hydromechanical equipment, which components could be subject to a large number of European Directives. Responsibility of turbine manufacturer is to make sure that certain components of equipment are in agreement with requirements of the specific Directive. This paper offers the opportunity to perceive the possibility of applying the Pressure Equipment Directive 97/23/EC, Simple Pressure Vessels Directive 2009/105/EC, Machinery Directive 98/37/EEC and Low Voltage Directive 2006/95/EC for turbine equipment at hydro power plants ‘Djerdap 1’ and ‘Djerdap 2’, because components of the turbine regulator and of the lubrication system, of the runner and measurement and regulation system are individually subject to different Directives. The overview of the possible approach regarding the standardization and technical harmonization of turbine equipment components for easier assessment of their integrity is also presented in this paper.
T2  - International Journal of Manufacturing Economics and Management
T1  - European Directives Through the Integrity Evaluation of the Mechanical Equipment
IS  - 1
VL  - 3
DO  - 10.54684/ijmem.2023.3.1.17
ER  - 

@article{
author = "Bulatović, Srđan and Aleksić, Vujadin and Zečević, Bojana",
year = "2023",
abstract = "Hydroelectric generating units at hydro power plants consist of turbine and hydromechanical equipment, which components could be subject to a large number of European Directives. Responsibility of turbine manufacturer is to make sure that certain components of equipment are in agreement with requirements of the specific Directive. This paper offers the opportunity to perceive the possibility of applying the Pressure Equipment Directive 97/23/EC, Simple Pressure Vessels Directive 2009/105/EC, Machinery Directive 98/37/EEC and Low Voltage Directive 2006/95/EC for turbine equipment at hydro power plants ‘Djerdap 1’ and ‘Djerdap 2’, because components of the turbine regulator and of the lubrication system, of the runner and measurement and regulation system are individually subject to different Directives. The overview of the possible approach regarding the standardization and technical harmonization of turbine equipment components for easier assessment of their integrity is also presented in this paper.",
journal = "International Journal of Manufacturing Economics and Management",
title = "European Directives Through the Integrity Evaluation of the Mechanical Equipment",
number = "1",
volume = "3",
doi = "10.54684/ijmem.2023.3.1.17"
}

Bulatović, S., Aleksić, V.,& Zečević, B.. (2023). European Directives Through the Integrity Evaluation of the Mechanical Equipment. in International Journal of Manufacturing Economics and Management, 3(1).
https://doi.org/10.54684/ijmem.2023.3.1.17

Bulatović S, Aleksić V, Zečević B. European Directives Through the Integrity Evaluation of the Mechanical Equipment. in International Journal of Manufacturing Economics and Management. 2023;3(1).
doi:10.54684/ijmem.2023.3.1.17 .

Bulatović, Srđan, Aleksić, Vujadin, Zečević, Bojana, "European Directives Through the Integrity Evaluation of the Mechanical Equipment" in International Journal of Manufacturing Economics and Management, 3, no. 1 (2023),
https://doi.org/10.54684/ijmem.2023.3.1.17 . .

TY  - CONF
AU  - Bulatović, Srđan
AU  - Aleksić, Vujadin
AU  - Zečević, Bojana
AU  - Prochaska, Biljana
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/679
AB  - After several decades of constant exploitation of the horizontal bulb turbine, which is an integral
part of the hydroelectric power unit, empirically, the formation of a crack occurs in the turbine shaft
due to the influence of corrosion, erosion and cavitation.
Through experimental tests and calculations it has been determined that values of bending stresses
of the turbine, which occur due to the action of fatigue and corrosion, as well as stress concentration,
are bigger than 25 MPa for flanges exposed to water, and in other case bigger than 40 MPa for
flanges exposed to `corrosive water` and can cause the occurrence of surface cracks on the transition
radius between the cylindrical part of the shaft and the flange. It has been determined that stress
values in the zone under the influence of bending stresses were bigger than allowable values, which
led to the occurrence of many cracks due to fatigue corrosion. One of those cracks caused the failure
of the shaft and of the whole turbine.
C3  - 16th International Conference on Accomplishments in Mechanical and Industrial Engineering DEMI
T1  - Occurrence of cracks due to inadequate turbine shaft construction
EP  - 192
SP  - 187
UR  - https://hdl.handle.net/21.15107/rcub_rims_679
ER  - 

@conference{
author = "Bulatović, Srđan and Aleksić, Vujadin and Zečević, Bojana and Prochaska, Biljana",
year = "2023",
abstract = "After several decades of constant exploitation of the horizontal bulb turbine, which is an integral
part of the hydroelectric power unit, empirically, the formation of a crack occurs in the turbine shaft
due to the influence of corrosion, erosion and cavitation.
Through experimental tests and calculations it has been determined that values of bending stresses
of the turbine, which occur due to the action of fatigue and corrosion, as well as stress concentration,
are bigger than 25 MPa for flanges exposed to water, and in other case bigger than 40 MPa for
flanges exposed to `corrosive water` and can cause the occurrence of surface cracks on the transition
radius between the cylindrical part of the shaft and the flange. It has been determined that stress
values in the zone under the influence of bending stresses were bigger than allowable values, which
led to the occurrence of many cracks due to fatigue corrosion. One of those cracks caused the failure
of the shaft and of the whole turbine.",
journal = "16th International Conference on Accomplishments in Mechanical and Industrial Engineering DEMI",
title = "Occurrence of cracks due to inadequate turbine shaft construction",
pages = "192-187",
url = "https://hdl.handle.net/21.15107/rcub_rims_679"
}

Bulatović, S., Aleksić, V., Zečević, B.,& Prochaska, B.. (2023). Occurrence of cracks due to inadequate turbine shaft construction. in 16th International Conference on Accomplishments in Mechanical and Industrial Engineering DEMI, 187-192.
https://hdl.handle.net/21.15107/rcub_rims_679

Bulatović S, Aleksić V, Zečević B, Prochaska B. Occurrence of cracks due to inadequate turbine shaft construction. in 16th International Conference on Accomplishments in Mechanical and Industrial Engineering DEMI. 2023;:187-192.
https://hdl.handle.net/21.15107/rcub_rims_679 .

Bulatović, Srđan, Aleksić, Vujadin, Zečević, Bojana, Prochaska, Biljana, "Occurrence of cracks due to inadequate turbine shaft construction" in 16th International Conference on Accomplishments in Mechanical and Industrial Engineering DEMI (2023):187-192,
https://hdl.handle.net/21.15107/rcub_rims_679 .

TY  - CONF
AU  - Aleksić, Vujadin
AU  - Bulatović, Srđan
AU  - Zečević, Bojana
AU  - Maksimović, Ana
AU  - Milović, Ljubica
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/678
AB  - In the paper, based on the results of experimental research on the behavior of samples in the form of
round smooth test specimens (STS) made of high strength low alloy steel (HSLA), Nionikral 70 (NN
70), under conditions of low cycle fatigue (LCF), a computational stress analysis was performed
using numerical methods.
Experimental investigations of the behavior of the samples were performed with controlled and fully
reversible deformation ( /2 = const, R = min/ max = 1), according to the ISO 12106:2003 (E)
standard.
For computational analyses, the method of least squares (in the Excel program) and the finite
element method (FEM) (in the SolidWorks program) were used. The behavior of HSLA steel during
low cycle fatigue (LCF) simulation was analyzed in the Cosmos module of the SolidWorks program.
On the basis of the analysis of the results of the stress deformation state and the determination of the
life span through the isolines of the life span and comparison with the results of experimental tests, a
graphic representation is given. Specific load cycles involving the entire round smooth test specimen
ligament for a specific load in a wide range of LCF loads were analyzed.
The analyzes showed the justification of the effort to solve the life assessment of steel subjected to
low cycle fatigue (LCF) numerically. The results of experimental tests and simulation tests also gave
us important data on understanding the LCF behavior of HSLA steel NN 70.
C3  - 16th International Conference on Accomplishments in Mechanical and Industrial Engineering DEMI
T1  - Life assessment using the finite element method of high-strength low-alloy steel samples exposed to low-cycle fatigue
EP  - 499
SP  - 490
UR  - https://hdl.handle.net/21.15107/rcub_rims_678
ER  - 

@conference{
author = "Aleksić, Vujadin and Bulatović, Srđan and Zečević, Bojana and Maksimović, Ana and Milović, Ljubica",
year = "2023",
abstract = "In the paper, based on the results of experimental research on the behavior of samples in the form of
round smooth test specimens (STS) made of high strength low alloy steel (HSLA), Nionikral 70 (NN
70), under conditions of low cycle fatigue (LCF), a computational stress analysis was performed
using numerical methods.
Experimental investigations of the behavior of the samples were performed with controlled and fully
reversible deformation ( /2 = const, R = min/ max = 1), according to the ISO 12106:2003 (E)
standard.
For computational analyses, the method of least squares (in the Excel program) and the finite
element method (FEM) (in the SolidWorks program) were used. The behavior of HSLA steel during
low cycle fatigue (LCF) simulation was analyzed in the Cosmos module of the SolidWorks program.
On the basis of the analysis of the results of the stress deformation state and the determination of the
life span through the isolines of the life span and comparison with the results of experimental tests, a
graphic representation is given. Specific load cycles involving the entire round smooth test specimen
ligament for a specific load in a wide range of LCF loads were analyzed.
The analyzes showed the justification of the effort to solve the life assessment of steel subjected to
low cycle fatigue (LCF) numerically. The results of experimental tests and simulation tests also gave
us important data on understanding the LCF behavior of HSLA steel NN 70.",
journal = "16th International Conference on Accomplishments in Mechanical and Industrial Engineering DEMI",
title = "Life assessment using the finite element method of high-strength low-alloy steel samples exposed to low-cycle fatigue",
pages = "499-490",
url = "https://hdl.handle.net/21.15107/rcub_rims_678"
}

Aleksić, V., Bulatović, S., Zečević, B., Maksimović, A.,& Milović, L.. (2023). Life assessment using the finite element method of high-strength low-alloy steel samples exposed to low-cycle fatigue. in 16th International Conference on Accomplishments in Mechanical and Industrial Engineering DEMI, 490-499.
https://hdl.handle.net/21.15107/rcub_rims_678

Aleksić V, Bulatović S, Zečević B, Maksimović A, Milović L. Life assessment using the finite element method of high-strength low-alloy steel samples exposed to low-cycle fatigue. in 16th International Conference on Accomplishments in Mechanical and Industrial Engineering DEMI. 2023;:490-499.
https://hdl.handle.net/21.15107/rcub_rims_678 .

Aleksić, Vujadin, Bulatović, Srđan, Zečević, Bojana, Maksimović, Ana, Milović, Ljubica, "Life assessment using the finite element method of high-strength low-alloy steel samples exposed to low-cycle fatigue" in 16th International Conference on Accomplishments in Mechanical and Industrial Engineering DEMI (2023):490-499,
https://hdl.handle.net/21.15107/rcub_rims_678 .

TY  - CONF
AU  - Božović, Nikola
AU  - Ćosić, Mladen
AU  - Đoković, Ksenija
AU  - Milićević, Rajo
AU  - Krstić, Marija
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/671
AB  - In the paper, the analysis of the bearing capacity of the pile and the redistribution of the
load on the pile toe and shaft was carried out. The tests were carried out by a static load test (SLT)
incrementally increasing the compressive force on the test pile, and the tension force on the anchor
piles. The test system consisted of one test pile and two anchor piles with a reaction beam. Two
tests were conducted according to the same test program, where the test piles were of the same
length, while the length of the anchor piles in the second test was increased. In the first test, the
anchor pile failed, while in the second test, the test pile failed. Based on the achieved limit values of
settlement of the test and anchor pile, the bearing capacity of the test pile at the toe and shaft was
determined. Subsequently, a CPT test was carried out and the bearing capacity was calculated
according to the LPC-CPT method.
C3  - GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja
T1  - Pile capacity distribution analysis for SLT with reactive system
EP  - 288
SP  - 282
UR  - https://hdl.handle.net/21.15107/rcub_rims_671
ER  - 

@conference{
author = "Božović, Nikola and Ćosić, Mladen and Đoković, Ksenija and Milićević, Rajo and Krstić, Marija",
year = "2023",
abstract = "In the paper, the analysis of the bearing capacity of the pile and the redistribution of the
load on the pile toe and shaft was carried out. The tests were carried out by a static load test (SLT)
incrementally increasing the compressive force on the test pile, and the tension force on the anchor
piles. The test system consisted of one test pile and two anchor piles with a reaction beam. Two
tests were conducted according to the same test program, where the test piles were of the same
length, while the length of the anchor piles in the second test was increased. In the first test, the
anchor pile failed, while in the second test, the test pile failed. Based on the achieved limit values of
settlement of the test and anchor pile, the bearing capacity of the test pile at the toe and shaft was
determined. Subsequently, a CPT test was carried out and the bearing capacity was calculated
according to the LPC-CPT method.",
journal = "GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja",
title = "Pile capacity distribution analysis for SLT with reactive system",
pages = "288-282",
url = "https://hdl.handle.net/21.15107/rcub_rims_671"
}

Božović, N., Ćosić, M., Đoković, K., Milićević, R.,& Krstić, M.. (2023). Pile capacity distribution analysis for SLT with reactive system. in GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja, 282-288.
https://hdl.handle.net/21.15107/rcub_rims_671

Božović N, Ćosić M, Đoković K, Milićević R, Krstić M. Pile capacity distribution analysis for SLT with reactive system. in GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja. 2023;:282-288.
https://hdl.handle.net/21.15107/rcub_rims_671 .

Božović, Nikola, Ćosić, Mladen, Đoković, Ksenija, Milićević, Rajo, Krstić, Marija, "Pile capacity distribution analysis for SLT with reactive system" in GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja (2023):282-288,
https://hdl.handle.net/21.15107/rcub_rims_671 .

TY  - CONF
AU  - Ćosić, Mladen
AU  - Šušić, Nenad
AU  - Prica, Marko
AU  - Božović, Nikola
AU  - Đoković, Ksenija
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/672
AB  - U radu je prikazan sadržaj predloženog dokumenta Elaborata ispitivanja šipova i jasnije
su razjašnjene aktivnosti koje su obuhvaćene ovim dokumentom. Na primeru objekta Ušće 2
demonstrirana je primena jednog dela rešenja o ispitivanju šipova, a što bi se našlo u samom
elaboratu. Analizirane su količine (obim) ispitivanja šipova po tipovima testova i analizirane su
aktivnosti u okviru svakog pojedinačnog testa. Naglašeno je da je potrebna bolja saradnja na
relaciji projektant, izvođač i nadzora prema ispitivaču šipova.
C3  - GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja
T1  - Analiza modela upravljanja kvalitetom ispitivanja šipova
EP  - 581
SP  - 571
UR  - https://hdl.handle.net/21.15107/rcub_rims_672
ER  - 

@conference{
author = "Ćosić, Mladen and Šušić, Nenad and Prica, Marko and Božović, Nikola and Đoković, Ksenija",
year = "2023",
abstract = "U radu je prikazan sadržaj predloženog dokumenta Elaborata ispitivanja šipova i jasnije
su razjašnjene aktivnosti koje su obuhvaćene ovim dokumentom. Na primeru objekta Ušće 2
demonstrirana je primena jednog dela rešenja o ispitivanju šipova, a što bi se našlo u samom
elaboratu. Analizirane su količine (obim) ispitivanja šipova po tipovima testova i analizirane su
aktivnosti u okviru svakog pojedinačnog testa. Naglašeno je da je potrebna bolja saradnja na
relaciji projektant, izvođač i nadzora prema ispitivaču šipova.",
journal = "GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja",
title = "Analiza modela upravljanja kvalitetom ispitivanja šipova",
pages = "581-571",
url = "https://hdl.handle.net/21.15107/rcub_rims_672"
}

Ćosić, M., Šušić, N., Prica, M., Božović, N.,& Đoković, K.. (2023). Analiza modela upravljanja kvalitetom ispitivanja šipova. in GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja, 571-581.
https://hdl.handle.net/21.15107/rcub_rims_672

Ćosić M, Šušić N, Prica M, Božović N, Đoković K. Analiza modela upravljanja kvalitetom ispitivanja šipova. in GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja. 2023;:571-581.
https://hdl.handle.net/21.15107/rcub_rims_672 .

Ćosić, Mladen, Šušić, Nenad, Prica, Marko, Božović, Nikola, Đoković, Ksenija, "Analiza modela upravljanja kvalitetom ispitivanja šipova" in GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja (2023):571-581,
https://hdl.handle.net/21.15107/rcub_rims_672 .