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 .

Vasić, M.. (2024). Discover Sustainability. 
Springer Nature..

Vasić M. Discover Sustainability. 2024;..

Vasić, Milica, "Discover Sustainability" (2024).

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  - CONF
AU  - Aleksić, Vujadin
AU  - Zečević, Bojana
AU  - Maksimović, Ana
AU  - Milović, Ljubica
AU  - Bulatović, Srđan
PY  - 2024
UR  - http://rims.institutims.rs/handle/123456789/855
AB  - In order to ensure pipeline safety during their service life, all relevant construction, testing and safety requirements must be met. Corrosion damage is a major hazard to the steel pipeline as a whole, and it is necessary to comply with inspections and adequate maintenance so that destruction with catastrophic consequences would be avoided. In this paper, the standard calculation for determining the maximum acceptable corrosion damage length according to the RSTRENG method is presented using the calculation of the corrosion-damaged structure of the ammonia (NH3) transfer pipeline. After that, the methodological approach to calculation using the finite element method (FEM) is presented in accordance with the methods defined by the new and general approach to standardization and technical harmonization for pressure equipment (Pressure Equipment Directive). The aim of the work was to present advanced modeling techniques of corroded surfaces based on FEM in order to develop a procedure for evaluating the residual strength of steel pipelines in the chemical industry.
PB  - Springer Link
C3  - International Conference of Experimental and Numerical Investigations and New Technologies-CNNTech 2023: New Trends in Engineering Research
T1  - Corrosion Damages of Pipelines Assessment by Using the Finite Element Method
EP  - 147
SP  - 132
UR  - https://hdl.handle.net/21.15107/rcub_rims_855
ER  - 

@conference{
author = "Aleksić, Vujadin and Zečević, Bojana and Maksimović, Ana and Milović, Ljubica and Bulatović, Srđan",
year = "2024",
abstract = "In order to ensure pipeline safety during their service life, all relevant construction, testing and safety requirements must be met. Corrosion damage is a major hazard to the steel pipeline as a whole, and it is necessary to comply with inspections and adequate maintenance so that destruction with catastrophic consequences would be avoided. In this paper, the standard calculation for determining the maximum acceptable corrosion damage length according to the RSTRENG method is presented using the calculation of the corrosion-damaged structure of the ammonia (NH3) transfer pipeline. After that, the methodological approach to calculation using the finite element method (FEM) is presented in accordance with the methods defined by the new and general approach to standardization and technical harmonization for pressure equipment (Pressure Equipment Directive). The aim of the work was to present advanced modeling techniques of corroded surfaces based on FEM in order to develop a procedure for evaluating the residual strength of steel pipelines in the chemical industry.",
publisher = "Springer Link",
journal = "International Conference of Experimental and Numerical Investigations and New Technologies-CNNTech 2023: New Trends in Engineering Research",
title = "Corrosion Damages of Pipelines Assessment by Using the Finite Element Method",
pages = "147-132",
url = "https://hdl.handle.net/21.15107/rcub_rims_855"
}

Aleksić, V., Zečević, B., Maksimović, A., Milović, L.,& Bulatović, S.. (2024). Corrosion Damages of Pipelines Assessment by Using the Finite Element Method. in International Conference of Experimental and Numerical Investigations and New Technologies-CNNTech 2023: New Trends in Engineering Research
Springer Link., 132-147.
https://hdl.handle.net/21.15107/rcub_rims_855

Aleksić V, Zečević B, Maksimović A, Milović L, Bulatović S. Corrosion Damages of Pipelines Assessment by Using the Finite Element Method. in International Conference of Experimental and Numerical Investigations and New Technologies-CNNTech 2023: New Trends in Engineering Research. 2024;:132-147.
https://hdl.handle.net/21.15107/rcub_rims_855 .

Aleksić, Vujadin, Zečević, Bojana, Maksimović, Ana, Milović, Ljubica, Bulatović, Srđan, "Corrosion Damages of Pipelines Assessment by Using the Finite Element Method" in International Conference of Experimental and Numerical Investigations and New Technologies-CNNTech 2023: New Trends in Engineering Research (2024):132-147,
https://hdl.handle.net/21.15107/rcub_rims_855 .

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  - Radulović, Dragan
AU  - Terzić, Anja
AU  - Stojanović, Jovica
AU  - Jovanović, Vladimir
AU  - Todorović, Dejan
AU  - Ivošević, Branislav
PY  - 2024
UR  - http://rims.institutims.rs/handle/123456789/816
AB  - Smelting used to be less efficient; therefore, wastes obtained from historical processing at smelter plants usually contain certain quantities of valuable metals. Upon the extraction of useful metal elements, metallurgical slag can be repurposed as an alternative mineral raw material in the building sector. A case study was conducted, which included an investigation of the physico-chemical, mineralogical, and microstructural properties of Pb–Zn slag found at the historic landfill near the Topilnica Veles smelter in North Macedonia. The slag was sampled using drill holes. The mineralogical and microstructural analysis revealed that Pb–Zn slag is a very complex and inhomogeneous alternative raw material with utilizable levels of metals, specifically Pb (2.3 wt.%), Zn (7.1 wt.%), and Ag (27.5 ppm). Crystalline mineral phases of wurtzite, sphalerite, galena, cerussite, akermanite, wüstite, monticellite, franklinite, and zincite were identified in the analyzed samples. The slag’s matrix consisted of alumino-silicates, amorphous silicates, and mixtures of spinel and silicates. Due to the economic potential of Pb, Zn, and Ag extraction, the first stage of reutilization will be to transform metal concentrates into their collective concentrate, from which the maximum amount of these crucial components can be extracted. This procedure will include combination of gravity concentration and separation techniques. The next step is to assess the Pb–Zn slag’s potential applications in civil engineering, based on its mineralogical and physico-mechanical properties. Alumino-silicates present in Pb–Zn slag, which contain high concentrations of SiO2, Al2O3, CaO, and Fe2O3, are suitable for use in cementitious building composites. The goal of this research is to suggest a solution by which to close the circle of slag’s reutilization in terms of zero waste principles. It is therefore critical to thoroughly investigate the material, the established methods and preparation processes, and the ways of concentrating useful components into commercial products.
PB  - MDPI
T2  - Sustainability
T1  - Reapplication Potential of Historic Pb–Zn Slag with Regard to Zero Waste Principles
IS  - 2
VL  - 16
DO  - 10.3390/su16020720
ER  - 

@article{
author = "Radulović, Dragan and Terzić, Anja and Stojanović, Jovica and Jovanović, Vladimir and Todorović, Dejan and Ivošević, Branislav",
year = "2024",
abstract = "Smelting used to be less efficient; therefore, wastes obtained from historical processing at smelter plants usually contain certain quantities of valuable metals. Upon the extraction of useful metal elements, metallurgical slag can be repurposed as an alternative mineral raw material in the building sector. A case study was conducted, which included an investigation of the physico-chemical, mineralogical, and microstructural properties of Pb–Zn slag found at the historic landfill near the Topilnica Veles smelter in North Macedonia. The slag was sampled using drill holes. The mineralogical and microstructural analysis revealed that Pb–Zn slag is a very complex and inhomogeneous alternative raw material with utilizable levels of metals, specifically Pb (2.3 wt.%), Zn (7.1 wt.%), and Ag (27.5 ppm). Crystalline mineral phases of wurtzite, sphalerite, galena, cerussite, akermanite, wüstite, monticellite, franklinite, and zincite were identified in the analyzed samples. The slag’s matrix consisted of alumino-silicates, amorphous silicates, and mixtures of spinel and silicates. Due to the economic potential of Pb, Zn, and Ag extraction, the first stage of reutilization will be to transform metal concentrates into their collective concentrate, from which the maximum amount of these crucial components can be extracted. This procedure will include combination of gravity concentration and separation techniques. The next step is to assess the Pb–Zn slag’s potential applications in civil engineering, based on its mineralogical and physico-mechanical properties. Alumino-silicates present in Pb–Zn slag, which contain high concentrations of SiO2, Al2O3, CaO, and Fe2O3, are suitable for use in cementitious building composites. The goal of this research is to suggest a solution by which to close the circle of slag’s reutilization in terms of zero waste principles. It is therefore critical to thoroughly investigate the material, the established methods and preparation processes, and the ways of concentrating useful components into commercial products.",
publisher = "MDPI",
journal = "Sustainability",
title = "Reapplication Potential of Historic Pb–Zn Slag with Regard to Zero Waste Principles",
number = "2",
volume = "16",
doi = "10.3390/su16020720"
}

Radulović, D., Terzić, A., Stojanović, J., Jovanović, V., Todorović, D.,& Ivošević, B.. (2024). Reapplication Potential of Historic Pb–Zn Slag with Regard to Zero Waste Principles. in Sustainability
MDPI., 16(2).
https://doi.org/10.3390/su16020720

Radulović D, Terzić A, Stojanović J, Jovanović V, Todorović D, Ivošević B. Reapplication Potential of Historic Pb–Zn Slag with Regard to Zero Waste Principles. in Sustainability. 2024;16(2).
doi:10.3390/su16020720 .

Radulović, Dragan, Terzić, Anja, Stojanović, Jovica, Jovanović, Vladimir, Todorović, Dejan, Ivošević, Branislav, "Reapplication Potential of Historic Pb–Zn Slag with Regard to Zero Waste Principles" in Sustainability, 16, no. 2 (2024),
https://doi.org/10.3390/su16020720 . .

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  - Janković, Ksenija
AU  - Stojanović, Marko
AU  - Bojović, Dragan
AU  - Terzić, Anja
AU  - Stanković, Srboljub
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/651
AB  - This study compared the performance of self-compacting concrete (SCC) based on fly ash addition and limestone filler. A SCC prepared with Portland cement, river sand, and limestone filler was used as a reference sample. Additional experimental self-compacting concretes with different types of fine aggregates, fillers, and special additives for increasing freeze-thaw resistance were prepared and optimized. The correlation between mix design, i.e., percentage of barite sand and additives, and properties of fresh SCC (slump-flow test, V-funnel test, and L-box test), as well as properties of hardened SCC (compressive strengths), were investigated and discussed.
C3  - International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures
T1  - Influence of Aggregate Type on the Properties on SCC with Fly Ash
DO  - 10.1007/978-3-031-33187-9_5
ER  - 

@conference{
author = "Janković, Ksenija and Stojanović, Marko and Bojović, Dragan and Terzić, Anja and Stanković, Srboljub",
year = "2023",
abstract = "This study compared the performance of self-compacting concrete (SCC) based on fly ash addition and limestone filler. A SCC prepared with Portland cement, river sand, and limestone filler was used as a reference sample. Additional experimental self-compacting concretes with different types of fine aggregates, fillers, and special additives for increasing freeze-thaw resistance were prepared and optimized. The correlation between mix design, i.e., percentage of barite sand and additives, and properties of fresh SCC (slump-flow test, V-funnel test, and L-box test), as well as properties of hardened SCC (compressive strengths), were investigated and discussed.",
journal = "International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures",
title = "Influence of Aggregate Type on the Properties on SCC with Fly Ash",
doi = "10.1007/978-3-031-33187-9_5"
}

Janković, K., Stojanović, M., Bojović, D., Terzić, A.,& Stanković, S.. (2023). Influence of Aggregate Type on the Properties on SCC with Fly Ash. in International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures.
https://doi.org/10.1007/978-3-031-33187-9_5

Janković K, Stojanović M, Bojović D, Terzić A, Stanković S. Influence of Aggregate Type on the Properties on SCC with Fly Ash. in International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures. 2023;.
doi:10.1007/978-3-031-33187-9_5 .

Janković, Ksenija, Stojanović, Marko, Bojović, Dragan, Terzić, Anja, Stanković, Srboljub, "Influence of Aggregate Type on the Properties on SCC with Fly Ash" in International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures (2023),
https://doi.org/10.1007/978-3-031-33187-9_5 . .

TY  - CONF
AU  - Maksimović, Ana
AU  - Petrovski, Blagoj
AU  - Milović, Ljubica
AU  - Aleksić, Bojana
AU  - Aleksić, Vujadin
AU  - Bulatović, Srđan
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/707
AB  - Most serious weldment failures have catastrophic consequences in terms of damage to other equipment,
loss of production, and risks to worker health and safety. For the above reasons, there is a tendency to find the
line between safety and disaster, and this requires a guarantee of the integrity of the welded structure even if a
crack is present.
The structural and mechauical heterogeneity of a welded joint affects its resistance to cracking in both the
elastic and plastic regions. Therefore, it is important to define the test method and the position of the fatigue
crack. The behavior of an elasto-plastic material, during stable crack growth can be described by the J-1\a
diagram. As the crack propagates, a point on the curve is defined, which represents the critical value of the Jintegral.
The aim of this experiment is to determine ne value and the procedure is reflected in the
determination of the R curve, i.e. the J-1\a curve, which consists of the value of the J integral for uniform
crack increments 1\a. In this paper, two SEN(B) specimens with the fatigue crack in the parent material (PM)
and weld metal (WM) were tested according to standard ASTM El820 at room temperature (RT) as well as
three specimens with the fatigue crack in the weld metal (WM) at RT, -20C, -30C.
C3  - 2nd International Symposium on Risk Analysis and Safety of Complex Structures and Components (IRAS 2023)
T1  - Experimental Determination of JIc for a HSLA Steel Welded Joint
EP  - 30
SP  - 30
UR  - https://hdl.handle.net/21.15107/rcub_rims_707
ER  - 

@conference{
author = "Maksimović, Ana and Petrovski, Blagoj and Milović, Ljubica and Aleksić, Bojana and Aleksić, Vujadin and Bulatović, Srđan",
year = "2023",
abstract = "Most serious weldment failures have catastrophic consequences in terms of damage to other equipment,
loss of production, and risks to worker health and safety. For the above reasons, there is a tendency to find the
line between safety and disaster, and this requires a guarantee of the integrity of the welded structure even if a
crack is present.
The structural and mechauical heterogeneity of a welded joint affects its resistance to cracking in both the
elastic and plastic regions. Therefore, it is important to define the test method and the position of the fatigue
crack. The behavior of an elasto-plastic material, during stable crack growth can be described by the J-1\a
diagram. As the crack propagates, a point on the curve is defined, which represents the critical value of the Jintegral.
The aim of this experiment is to determine ne value and the procedure is reflected in the
determination of the R curve, i.e. the J-1\a curve, which consists of the value of the J integral for uniform
crack increments 1\a. In this paper, two SEN(B) specimens with the fatigue crack in the parent material (PM)
and weld metal (WM) were tested according to standard ASTM El820 at room temperature (RT) as well as
three specimens with the fatigue crack in the weld metal (WM) at RT, -20C, -30C.",
journal = "2nd International Symposium on Risk Analysis and Safety of Complex Structures and Components (IRAS 2023)",
title = "Experimental Determination of JIc for a HSLA Steel Welded Joint",
pages = "30-30",
url = "https://hdl.handle.net/21.15107/rcub_rims_707"
}

Maksimović, A., Petrovski, B., Milović, L., Aleksić, B., Aleksić, V.,& Bulatović, S.. (2023). Experimental Determination of JIc for a HSLA Steel Welded Joint. in 2nd International Symposium on Risk Analysis and Safety of Complex Structures and Components (IRAS 2023), 30-30.
https://hdl.handle.net/21.15107/rcub_rims_707

Maksimović A, Petrovski B, Milović L, Aleksić B, Aleksić V, Bulatović S. Experimental Determination of JIc for a HSLA Steel Welded Joint. in 2nd International Symposium on Risk Analysis and Safety of Complex Structures and Components (IRAS 2023). 2023;:30-30.
https://hdl.handle.net/21.15107/rcub_rims_707 .

Maksimović, Ana, Petrovski, Blagoj, Milović, Ljubica, Aleksić, Bojana, Aleksić, Vujadin, Bulatović, Srđan, "Experimental Determination of JIc for a HSLA Steel Welded Joint" in 2nd International Symposium on Risk Analysis and Safety of Complex Structures and Components (IRAS 2023) (2023):30-30,
https://hdl.handle.net/21.15107/rcub_rims_707 .

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  - Drpić, Aleksandar
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/843
AB  - Polylactic acid (PLA) is aliphatic thermoplastic polyester. Composites based on PLA are biocompatible,
biodegradable and non-toxic, which are the main advantages of using such composites. Based on the
research results described in this paper, it was concluded that by adding natural fibers to the composite,
certain characteristics can be significantly improved. This paper describes some of composite material
characteristics based on PLA, modification of PLA, advantages and disadvantages of using PLA in
composite materials, composition and methods of obtaining PLA-based composites, as well as the
advantages of using wood plastic composites (WPC) based on PLA.
AB  - Polilaktidna kiselina (PLA) je alifatični termoplastični poliester. Kompoziti na bazi PLA su biokompatibilni, biorazgradivi i netoksični, što čini glavne prednosti upotrebe ovakvih kompozita. Na osnovu rezultata istraživanja opisanih u ovom radu, došlo se do zaključka da se dodavanjem prirodnih vlakana kompozitu mogu znatno poboljšati pojedine karakteristike kompozita. U radu su opisana neke karakteristike kompozitnih materijala na bazi PLA, modifikacija PLA, prednosti i nedostaci upotrebe PLA u kompozitnim materijalima, sastav i metode dobijanja kompozita na bazi PLA, kao i prednosti upotrebe WPC kompozita na bazi PLA.
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika
T1  - Characteristics of composite materials based on polylactic acid (PLA)
T1  - Karakteristike kompozitnih materijala na bazi polilaktidne kiseline (PLA)
EP  - 638
IS  - 6
SP  - 633
VL  - 78
DO  - 10.5937/tehnika2306633D
ER  - 

@article{
author = "Drpić, Aleksandar",
year = "2023",
abstract = "Polylactic acid (PLA) is aliphatic thermoplastic polyester. Composites based on PLA are biocompatible,
biodegradable and non-toxic, which are the main advantages of using such composites. Based on the
research results described in this paper, it was concluded that by adding natural fibers to the composite,
certain characteristics can be significantly improved. This paper describes some of composite material
characteristics based on PLA, modification of PLA, advantages and disadvantages of using PLA in
composite materials, composition and methods of obtaining PLA-based composites, as well as the
advantages of using wood plastic composites (WPC) based on PLA., Polilaktidna kiselina (PLA) je alifatični termoplastični poliester. Kompoziti na bazi PLA su biokompatibilni, biorazgradivi i netoksični, što čini glavne prednosti upotrebe ovakvih kompozita. Na osnovu rezultata istraživanja opisanih u ovom radu, došlo se do zaključka da se dodavanjem prirodnih vlakana kompozitu mogu znatno poboljšati pojedine karakteristike kompozita. U radu su opisana neke karakteristike kompozitnih materijala na bazi PLA, modifikacija PLA, prednosti i nedostaci upotrebe PLA u kompozitnim materijalima, sastav i metode dobijanja kompozita na bazi PLA, kao i prednosti upotrebe WPC kompozita na bazi PLA.",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika",
title = "Characteristics of composite materials based on polylactic acid (PLA), Karakteristike kompozitnih materijala na bazi polilaktidne kiseline (PLA)",
pages = "638-633",
number = "6",
volume = "78",
doi = "10.5937/tehnika2306633D"
}

Drpić, A.. (2023). Characteristics of composite materials based on polylactic acid (PLA). in Tehnika
Savez inženjera i tehničara Srbije, Beograd., 78(6), 633-638.
https://doi.org/10.5937/tehnika2306633D

Drpić A. Characteristics of composite materials based on polylactic acid (PLA). in Tehnika. 2023;78(6):633-638.
doi:10.5937/tehnika2306633D .

Drpić, Aleksandar, "Characteristics of composite materials based on polylactic acid (PLA)" in Tehnika, 78, no. 6 (2023):633-638,
https://doi.org/10.5937/tehnika2306633D . .

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  - Stojanović, Marko
AU  - Bojović, Dragan
AU  - Terzić, Anja
AU  - Stanković, Srboljub
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/808
AB  - This study compared the performance of self-compacting concrete (SCC) based on fly ash addition and limestone filler. A SCC prepared with Portland cement, river sand, and limestone filler was used as a reference sample. Additional experimental self-compacting concretes with different types of fine aggregates, fillers, and special additives for increasing freeze-thaw resistance were prepared and optimized. The correlation between mix design, i.e., percentage of barite sand and additives, on properties of hardened SCC (compressive and flexural strengths), were investigated and discussed.
C3  - 15th International Congress on Advances in Civil Engineering, Proceedings Book, Eastern Mediterranean University; Famagusta, North Cyprus
T1  - Influence of Barite Sand on The Strength on Self-Compacting Concrete with Fly Ash
EP  - 80
SP  - 72
UR  - https://hdl.handle.net/21.15107/rcub_rims_808
ER  - 

@conference{
author = "Janković, Ksenija and Stojanović, Marko and Bojović, Dragan and Terzić, Anja and Stanković, Srboljub",
year = "2023",
abstract = "This study compared the performance of self-compacting concrete (SCC) based on fly ash addition and limestone filler. A SCC prepared with Portland cement, river sand, and limestone filler was used as a reference sample. Additional experimental self-compacting concretes with different types of fine aggregates, fillers, and special additives for increasing freeze-thaw resistance were prepared and optimized. The correlation between mix design, i.e., percentage of barite sand and additives, on properties of hardened SCC (compressive and flexural strengths), were investigated and discussed.",
journal = "15th International Congress on Advances in Civil Engineering, Proceedings Book, Eastern Mediterranean University; Famagusta, North Cyprus",
title = "Influence of Barite Sand on The Strength on Self-Compacting Concrete with Fly Ash",
pages = "80-72",
url = "https://hdl.handle.net/21.15107/rcub_rims_808"
}

Janković, K., Stojanović, M., Bojović, D., Terzić, A.,& Stanković, S.. (2023). Influence of Barite Sand on The Strength on Self-Compacting Concrete with Fly Ash. in 15th International Congress on Advances in Civil Engineering, Proceedings Book, Eastern Mediterranean University; Famagusta, North Cyprus, 72-80.
https://hdl.handle.net/21.15107/rcub_rims_808

Janković K, Stojanović M, Bojović D, Terzić A, Stanković S. Influence of Barite Sand on The Strength on Self-Compacting Concrete with Fly Ash. in 15th International Congress on Advances in Civil Engineering, Proceedings Book, Eastern Mediterranean University; Famagusta, North Cyprus. 2023;:72-80.
https://hdl.handle.net/21.15107/rcub_rims_808 .

Janković, Ksenija, Stojanović, Marko, Bojović, Dragan, Terzić, Anja, Stanković, Srboljub, "Influence of Barite Sand on The Strength on Self-Compacting Concrete with Fly Ash" in 15th International Congress on Advances in Civil Engineering, Proceedings Book, Eastern Mediterranean University; Famagusta, North Cyprus (2023):72-80,
https://hdl.handle.net/21.15107/rcub_rims_808 .

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  - CONF
AU  - Antić, Nevena
AU  - Kašanin-Grubin, Milica
AU  - Bertalan, Laszlo
AU  - Gajić, Violeta
AU  - Kaluđerović, Lazar
AU  - Mijatović, Nevenka
AU  - Jovančićević, Branimir
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/820
AB  - Eight sediments samples, four from Đavolja varoš and four from Kazár badland have been compared from the perspective of mineralogical composition, petrographic characterization, particle size distribution, pH, electrical conductivity (EC), and the sodium adsorption ratio (SAR).
PB  - Chemical Society of Montenegro
C3  - 23rd European Meeting on Environmental Chemistry, EMEC23, Book of abstracts, Budva, Montenegro
T1  - How bad volcano-clastic badlands actually are?
EP  - 22
SP  - 22
UR  - https://hdl.handle.net/21.15107/rcub_rims_820
ER  - 

@conference{
author = "Antić, Nevena and Kašanin-Grubin, Milica and Bertalan, Laszlo and Gajić, Violeta and Kaluđerović, Lazar and Mijatović, Nevenka and Jovančićević, Branimir",
year = "2023",
abstract = "Eight sediments samples, four from Đavolja varoš and four from Kazár badland have been compared from the perspective of mineralogical composition, petrographic characterization, particle size distribution, pH, electrical conductivity (EC), and the sodium adsorption ratio (SAR).",
publisher = "Chemical Society of Montenegro",
journal = "23rd European Meeting on Environmental Chemistry, EMEC23, Book of abstracts, Budva, Montenegro",
title = "How bad volcano-clastic badlands actually are?",
pages = "22-22",
url = "https://hdl.handle.net/21.15107/rcub_rims_820"
}

Antić, N., Kašanin-Grubin, M., Bertalan, L., Gajić, V., Kaluđerović, L., Mijatović, N.,& Jovančićević, B.. (2023). How bad volcano-clastic badlands actually are?. in 23rd European Meeting on Environmental Chemistry, EMEC23, Book of abstracts, Budva, Montenegro
Chemical Society of Montenegro., 22-22.
https://hdl.handle.net/21.15107/rcub_rims_820

Antić N, Kašanin-Grubin M, Bertalan L, Gajić V, Kaluđerović L, Mijatović N, Jovančićević B. How bad volcano-clastic badlands actually are?. in 23rd European Meeting on Environmental Chemistry, EMEC23, Book of abstracts, Budva, Montenegro. 2023;:22-22.
https://hdl.handle.net/21.15107/rcub_rims_820 .

Antić, Nevena, Kašanin-Grubin, Milica, Bertalan, Laszlo, Gajić, Violeta, Kaluđerović, Lazar, Mijatović, Nevenka, Jovančićević, Branimir, "How bad volcano-clastic badlands actually are?" in 23rd European Meeting on Environmental Chemistry, EMEC23, Book of abstracts, Budva, Montenegro (2023):22-22,
https://hdl.handle.net/21.15107/rcub_rims_820 .

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  - Zečević, Bojana
AU  - Maksimović, Ana
AU  - Milović, Ljubica
AU  - Aleksić, Vujadin
AU  - Bulatović, Srđan
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/654
AB  - The influence of temperature on the fatigue crack growth parameter, was analyzed by testing chromium-molybdenum steel of the new generation additionally alloyed with vanadium, designed for high temperatures application. The paper presents a comparison of the fatigue threshold value ΔKth and the fatigue crack growth rate da/dN of the specimens taken from the pipe made of virgin steel, tested at room (RT) and operating (HT) temperatures of 540 °C. The influence of the location of the notch and crack initiation, as well as the test temperature, have a decisive effect on the fatigue threshold values ΔKth of the chromium-molybdenum alloyed steel of the new generation additionally alloyed with vanadium for high temperatures application.
PB  - Elsevier B.V.
C3  - Procedia Structural Integrity
T1  - Fatigue crack growth rate of a low carbon microalloyed steel for high temperatures
EP  - 301
SP  - 296
VL  - 48
DO  - 10.1016/j.prostr.2023.07.129
ER  - 

@conference{
author = "Zečević, Bojana and Maksimović, Ana and Milović, Ljubica and Aleksić, Vujadin and Bulatović, Srđan",
year = "2023",
abstract = "The influence of temperature on the fatigue crack growth parameter, was analyzed by testing chromium-molybdenum steel of the new generation additionally alloyed with vanadium, designed for high temperatures application. The paper presents a comparison of the fatigue threshold value ΔKth and the fatigue crack growth rate da/dN of the specimens taken from the pipe made of virgin steel, tested at room (RT) and operating (HT) temperatures of 540 °C. The influence of the location of the notch and crack initiation, as well as the test temperature, have a decisive effect on the fatigue threshold values ΔKth of the chromium-molybdenum alloyed steel of the new generation additionally alloyed with vanadium for high temperatures application.",
publisher = "Elsevier B.V.",
journal = "Procedia Structural Integrity",
title = "Fatigue crack growth rate of a low carbon microalloyed steel for high temperatures",
pages = "301-296",
volume = "48",
doi = "10.1016/j.prostr.2023.07.129"
}

Zečević, B., Maksimović, A., Milović, L., Aleksić, V.,& Bulatović, S.. (2023). Fatigue crack growth rate of a low carbon microalloyed steel for high temperatures. in Procedia Structural Integrity
Elsevier B.V.., 48, 296-301.
https://doi.org/10.1016/j.prostr.2023.07.129

Zečević B, Maksimović A, Milović L, Aleksić V, Bulatović S. Fatigue crack growth rate of a low carbon microalloyed steel for high temperatures. in Procedia Structural Integrity. 2023;48:296-301.
doi:10.1016/j.prostr.2023.07.129 .

Zečević, Bojana, Maksimović, Ana, Milović, Ljubica, Aleksić, Vujadin, Bulatović, Srđan, "Fatigue crack growth rate of a low carbon microalloyed steel for high temperatures" in Procedia Structural Integrity, 48 (2023):296-301,
https://doi.org/10.1016/j.prostr.2023.07.129 . .

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  - Dubale, Mandefrot
AU  - Vasić, Milica
AU  - Goel, Gaurav
AU  - Kalamdhad, Ajay
AU  - Laishram, Boeing
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/731
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 time-dependent relation.
C3  - Serbian Ceramic Society Conference ADVANCED CERAMICS AND APPLICATION XI, Belgrade, Program and the book of abstracts
T1  - Construction and demolition mix waste in traditional ceramics
SP  - 80
UR  - https://hdl.handle.net/21.15107/rcub_rims_731
ER  - 

@conference{
author = "Dubale, Mandefrot and Vasić, Milica and Goel, Gaurav and Kalamdhad, Ajay and Laishram, Boeing",
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 time-dependent relation.",
journal = "Serbian Ceramic Society Conference ADVANCED CERAMICS AND APPLICATION XI, Belgrade, Program and the book of abstracts",
title = "Construction and demolition mix waste in traditional ceramics",
pages = "80",
url = "https://hdl.handle.net/21.15107/rcub_rims_731"
}

Dubale, M., Vasić, M., Goel, G., Kalamdhad, A.,& Laishram, B.. (2023). Construction and demolition mix waste in traditional ceramics. in Serbian Ceramic Society Conference ADVANCED CERAMICS AND APPLICATION XI, Belgrade, Program and the book of abstracts, 80.
https://hdl.handle.net/21.15107/rcub_rims_731

Dubale M, Vasić M, Goel G, Kalamdhad A, Laishram B. Construction and demolition mix waste in traditional ceramics. in Serbian Ceramic Society Conference ADVANCED CERAMICS AND APPLICATION XI, Belgrade, Program and the book of abstracts. 2023;:80.
https://hdl.handle.net/21.15107/rcub_rims_731 .

Dubale, Mandefrot, Vasić, Milica, Goel, Gaurav, Kalamdhad, Ajay, Laishram, Boeing, "Construction and demolition mix waste in traditional ceramics" in Serbian Ceramic Society Conference ADVANCED CERAMICS AND APPLICATION XI, Belgrade, Program and the book of abstracts (2023):80,
https://hdl.handle.net/21.15107/rcub_rims_731 .

TY  - CONF
AU  - Radomirović, Milena
AU  - Tanaskovski, Bojan
AU  - Mijatović, Nevenka
AU  - Vasić, Milica
AU  - Cantaluppi, Chiara
AU  - Pezo, Lato
AU  - Stanković, Slavka
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/732
AB  - Pet kompleksnih indeksa (PLI, RI, mERMq, TRI, CSI) određeno je za svaku od 40 lokacija tokom perioda istraživanja (2005, 2007, 2013, 2019) uzimajući u obzir osam teških metala. Primenom klasterske analize (CA) i analize glavnih komponenti (PCA) na vrednosti indeksa zagađenja, izvršeno je prostorno i vremensko poređenje kvaliteta sedimenta. Rezultati statističke analize pokazali su povišen stepen kontaminacije sedimenta u 2005. godini u Kotorskom i Tivatskom zalivu, dok je u 2007., 2013., i 2019. godini bio u Tivatskom zalivu. PCA, CA i indeksi zagađenja ukazali su na povećanje nivoa zagađenja sedimenta u Tivatskom zalivu u periodu od 2005. do 2019.
C3  - 52. konferencija o aktuelnim temama korišćenja i zaštite voda, VODA 2023, Palić, Conference Proceedings
T1  - Uporedna statistička analiza zagađenja površinskog sedimenta iz priobalnih i centralnih delova Bokokotorskog zaliva za period od 2005. do 2019. godine
EP  - 246
SP  - 237
UR  - https://hdl.handle.net/21.15107/rcub_rims_732
ER  - 

@conference{
author = "Radomirović, Milena and Tanaskovski, Bojan and Mijatović, Nevenka and Vasić, Milica and Cantaluppi, Chiara and Pezo, Lato and Stanković, Slavka",
year = "2023",
abstract = "Pet kompleksnih indeksa (PLI, RI, mERMq, TRI, CSI) određeno je za svaku od 40 lokacija tokom perioda istraživanja (2005, 2007, 2013, 2019) uzimajući u obzir osam teških metala. Primenom klasterske analize (CA) i analize glavnih komponenti (PCA) na vrednosti indeksa zagađenja, izvršeno je prostorno i vremensko poređenje kvaliteta sedimenta. Rezultati statističke analize pokazali su povišen stepen kontaminacije sedimenta u 2005. godini u Kotorskom i Tivatskom zalivu, dok je u 2007., 2013., i 2019. godini bio u Tivatskom zalivu. PCA, CA i indeksi zagađenja ukazali su na povećanje nivoa zagađenja sedimenta u Tivatskom zalivu u periodu od 2005. do 2019.",
journal = "52. konferencija o aktuelnim temama korišćenja i zaštite voda, VODA 2023, Palić, Conference Proceedings",
title = "Uporedna statistička analiza zagađenja površinskog sedimenta iz priobalnih i centralnih delova Bokokotorskog zaliva za period od 2005. do 2019. godine",
pages = "246-237",
url = "https://hdl.handle.net/21.15107/rcub_rims_732"
}

Radomirović, M., Tanaskovski, B., Mijatović, N., Vasić, M., Cantaluppi, C., Pezo, L.,& Stanković, S.. (2023). Uporedna statistička analiza zagađenja površinskog sedimenta iz priobalnih i centralnih delova Bokokotorskog zaliva za period od 2005. do 2019. godine. in 52. konferencija o aktuelnim temama korišćenja i zaštite voda, VODA 2023, Palić, Conference Proceedings, 237-246.
https://hdl.handle.net/21.15107/rcub_rims_732

Radomirović M, Tanaskovski B, Mijatović N, Vasić M, Cantaluppi C, Pezo L, Stanković S. Uporedna statistička analiza zagađenja površinskog sedimenta iz priobalnih i centralnih delova Bokokotorskog zaliva za period od 2005. do 2019. godine. in 52. konferencija o aktuelnim temama korišćenja i zaštite voda, VODA 2023, Palić, Conference Proceedings. 2023;:237-246.
https://hdl.handle.net/21.15107/rcub_rims_732 .

Radomirović, Milena, Tanaskovski, Bojan, Mijatović, Nevenka, Vasić, Milica, Cantaluppi, Chiara, Pezo, Lato, Stanković, Slavka, "Uporedna statistička analiza zagađenja površinskog sedimenta iz priobalnih i centralnih delova Bokokotorskog zaliva za period od 2005. do 2019. godine" in 52. konferencija o aktuelnim temama korišćenja i zaštite voda, VODA 2023, Palić, Conference Proceedings (2023):237-246,
https://hdl.handle.net/21.15107/rcub_rims_732 .