Flajs, Željko

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  • Flajs, Željko (12)
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Merni mehatronički sistem za nadzor ugiba grednih struktura praćenjem dilatacija u osnovnom materijalu

Flajs, Željko

(Univerzitet u Beogradu, Mašinski fakultet, 2023)

TY  - THES
AU  - Flajs, Željko
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/659
AB  - Ponašanje struktura pod delovanjem različitih vrsta opterećenja
određene su njenim deformacionim karakteristikama, globalnim
deformacionim karakteristikama - pomeranjima i rotacijama i lokalnim
deformacionim karakteristikama - dilatacijama u osnovnom materijalu
strukture. Poznavanjem globalnih i lokalnih deformacionih karakteristika
strukture u toku njene eksploatacije ostvarujemo mogućnost da pratimo
ponašanje strukture u celini ili nekog njenog segmenta, kao i da u slučaju pojave
oštećenja, koja mogu nastati na osnovu različitih uzroka, pravovremeno
delujemo i sprečimo nastajanje havarijskih događaja koji kao posledicu mogu
imati kako ekonomske, tako i posledice sa ljudskim žrtvama.
Istraživanje u okviru ove disertacije obuhvata razvoj mernog
mehatroničkog sistema za nadzor ugiba grednih struktura praćenjem dilatacija u
osnovnom materijalu. Za utvrđivanje globalne deformacijske veličine
vertikalnog pomeranja - ugiba, na osnovu izmerenih lokalnih deformacionih
veličina, tj. posredno utvrđivanje ugiba strukture na njenoj ukupnoj dužini, na
osnovu poznatih vrednosti dilatacija u osnovnom materijalu strukture, usled
delujućeg opterećenja, razvijen je numerički postupak proračuna koji na osnovu
izmerenih vrednosti dilatacija u specifičnim tačkama na strukturi izračunava
vrednosti ugiba strukture, na celokupnom rasponu. Vrednosti dobijenih ugiba
primenom ovog postupka upoređene su sa vrednostima dobijenih putem direktnog
merenja ugiba na eksperimentalnim modelima i na realnoj strukturi.

Istraživanje je obuhvatalo tri faze:
1. Eksperimentalno ispitivanje na modelu čeličnog I nosača statičkog sistema
proste grede, direktno merenje ugiba usled nekoliko nivoa delujućeg opterećenja,
posredno izračunavanje ugiba primenom razvijenog numeričkog postupka
proračuna na osnovu izmerenih vrednosti dilatacija u osnovnom materijalu i
upoređenje vrednosti dobijenih na osnovu navedena dva postupka.
2. Eksperimentalno ispitivanje na strukturi nosača kranske staze pod delujućim
opterećenjem (realna struktura u eksploataciji), direktno merenje ugiba usled
delujućeg opterećenja, posredno izračunavanje ugiba primenom razvijenog
numeričkog postupka proračuna na osnovu izmerenih vrednosti dilatacija u
osnovnom materijalu i upoređenje vrednosti dobijenih na osnovu navedena dva
postupka.
3. Razvoj i provera rada mernog mehatroničkog sistema za nadzor ugiba grednih
struktura praćenjem dilatacija u osnovnom materijalu, u koji je implementiran
razvijeni numerički postupak proračuna, na eksperimentalnom modelu
statičkog sistema proste grede, direktno merenje pomeranja usled nekoliko
nivoa delujućeg opterećenja i upoređenje vrednosti dobijenih na osnovu navedena
dva postupka.
Kod prve dve faze istraživanja, kao i kod razvijenog mehatroničkog
sistema u koji je implementiran predloženi numerički postupak proračuna,
nisu zabeležene relativne razlike veće od 6 %, između direktno merenih i
posredno određenih vrednosti ugiba.
PB  - Univerzitet u Beogradu, Mašinski fakultet
T1  - Merni mehatronički sistem za nadzor ugiba grednih struktura praćenjem dilatacija u osnovnom materijalu
UR  - https://hdl.handle.net/21.15107/rcub_rims_659
ER  - 
@phdthesis{
author = "Flajs, Željko",
year = "2023",
abstract = "Ponašanje struktura pod delovanjem različitih vrsta opterećenja
određene su njenim deformacionim karakteristikama, globalnim
deformacionim karakteristikama - pomeranjima i rotacijama i lokalnim
deformacionim karakteristikama - dilatacijama u osnovnom materijalu
strukture. Poznavanjem globalnih i lokalnih deformacionih karakteristika
strukture u toku njene eksploatacije ostvarujemo mogućnost da pratimo
ponašanje strukture u celini ili nekog njenog segmenta, kao i da u slučaju pojave
oštećenja, koja mogu nastati na osnovu različitih uzroka, pravovremeno
delujemo i sprečimo nastajanje havarijskih događaja koji kao posledicu mogu
imati kako ekonomske, tako i posledice sa ljudskim žrtvama.
Istraživanje u okviru ove disertacije obuhvata razvoj mernog
mehatroničkog sistema za nadzor ugiba grednih struktura praćenjem dilatacija u
osnovnom materijalu. Za utvrđivanje globalne deformacijske veličine
vertikalnog pomeranja - ugiba, na osnovu izmerenih lokalnih deformacionih
veličina, tj. posredno utvrđivanje ugiba strukture na njenoj ukupnoj dužini, na
osnovu poznatih vrednosti dilatacija u osnovnom materijalu strukture, usled
delujućeg opterećenja, razvijen je numerički postupak proračuna koji na osnovu
izmerenih vrednosti dilatacija u specifičnim tačkama na strukturi izračunava
vrednosti ugiba strukture, na celokupnom rasponu. Vrednosti dobijenih ugiba
primenom ovog postupka upoređene su sa vrednostima dobijenih putem direktnog
merenja ugiba na eksperimentalnim modelima i na realnoj strukturi.

Istraživanje je obuhvatalo tri faze:
1. Eksperimentalno ispitivanje na modelu čeličnog I nosača statičkog sistema
proste grede, direktno merenje ugiba usled nekoliko nivoa delujućeg opterećenja,
posredno izračunavanje ugiba primenom razvijenog numeričkog postupka
proračuna na osnovu izmerenih vrednosti dilatacija u osnovnom materijalu i
upoređenje vrednosti dobijenih na osnovu navedena dva postupka.
2. Eksperimentalno ispitivanje na strukturi nosača kranske staze pod delujućim
opterećenjem (realna struktura u eksploataciji), direktno merenje ugiba usled
delujućeg opterećenja, posredno izračunavanje ugiba primenom razvijenog
numeričkog postupka proračuna na osnovu izmerenih vrednosti dilatacija u
osnovnom materijalu i upoređenje vrednosti dobijenih na osnovu navedena dva
postupka.
3. Razvoj i provera rada mernog mehatroničkog sistema za nadzor ugiba grednih
struktura praćenjem dilatacija u osnovnom materijalu, u koji je implementiran
razvijeni numerički postupak proračuna, na eksperimentalnom modelu
statičkog sistema proste grede, direktno merenje pomeranja usled nekoliko
nivoa delujućeg opterećenja i upoređenje vrednosti dobijenih na osnovu navedena
dva postupka.
Kod prve dve faze istraživanja, kao i kod razvijenog mehatroničkog
sistema u koji je implementiran predloženi numerički postupak proračuna,
nisu zabeležene relativne razlike veće od 6 %, između direktno merenih i
posredno određenih vrednosti ugiba.",
publisher = "Univerzitet u Beogradu, Mašinski fakultet",
title = "Merni mehatronički sistem za nadzor ugiba grednih struktura praćenjem dilatacija u osnovnom materijalu",
url = "https://hdl.handle.net/21.15107/rcub_rims_659"
}
Flajs, Ž.. (2023). Merni mehatronički sistem za nadzor ugiba grednih struktura praćenjem dilatacija u osnovnom materijalu. 
Univerzitet u Beogradu, Mašinski fakultet..
https://hdl.handle.net/21.15107/rcub_rims_659
Flajs Ž. Merni mehatronički sistem za nadzor ugiba grednih struktura praćenjem dilatacija u osnovnom materijalu. 2023;.
https://hdl.handle.net/21.15107/rcub_rims_659 .
Flajs, Željko, "Merni mehatronički sistem za nadzor ugiba grednih struktura praćenjem dilatacija u osnovnom materijalu" (2023),
https://hdl.handle.net/21.15107/rcub_rims_659 .

Numerical and Experimental Study on Loading Behavior of Facade Sandwich Panels

Stanisavljević, Gorjana; Golubović Matić, Darinka; Komnenović, Milorad; Vasović Maksimović, Ivana; Flajs, Željko

(MDPI, 2023)

TY  - JOUR
AU  - Stanisavljević, Gorjana
AU  - Golubović Matić, Darinka
AU  - Komnenović, Milorad
AU  - Vasović Maksimović, Ivana
AU  - Flajs, Željko
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/666
AB  - This paper focuses on the study of the strength of facade sandwich panels used in building construction. The paper describes the results of experimental and numerical research on the behavior of sandwich panels made of polyisocyanurate core (PIR) and their structural connections when exposed to tensile and compressive loads. In the initial phase of this study, laboratory tests were performed to determine the physical and mechanical characteristics of the material from which the sandwich panels are made. Laboratory tensile and compression tests were performed on small samples of sandwich facade panels. In order to verify the obtained results, they were compared with the numerical analysis performed in the ANSYS software. The numerical model was found to accurately predict the results of the laboratory tests, suggesting that the model can be used to predict the behavior of these panels under different loads in service. The study showed that the foam core sandwich panel exhibits excellent mechanical properties. The results indicate the suitability of foam-based composite structures in the construction industry for various applications, such as roof and wall structures. The findings of this study may help in the development of lightweight and durable construction materials for the industry.
PB  - MDPI
T2  - Buildings
T1  - Numerical and Experimental Study on Loading Behavior of Facade Sandwich Panels
IS  - 6
SP  - 1554
VL  - 13
DO  - 10.3390/buildings13061554
ER  - 
@article{
author = "Stanisavljević, Gorjana and Golubović Matić, Darinka and Komnenović, Milorad and Vasović Maksimović, Ivana and Flajs, Željko",
year = "2023",
abstract = "This paper focuses on the study of the strength of facade sandwich panels used in building construction. The paper describes the results of experimental and numerical research on the behavior of sandwich panels made of polyisocyanurate core (PIR) and their structural connections when exposed to tensile and compressive loads. In the initial phase of this study, laboratory tests were performed to determine the physical and mechanical characteristics of the material from which the sandwich panels are made. Laboratory tensile and compression tests were performed on small samples of sandwich facade panels. In order to verify the obtained results, they were compared with the numerical analysis performed in the ANSYS software. The numerical model was found to accurately predict the results of the laboratory tests, suggesting that the model can be used to predict the behavior of these panels under different loads in service. The study showed that the foam core sandwich panel exhibits excellent mechanical properties. The results indicate the suitability of foam-based composite structures in the construction industry for various applications, such as roof and wall structures. The findings of this study may help in the development of lightweight and durable construction materials for the industry.",
publisher = "MDPI",
journal = "Buildings",
title = "Numerical and Experimental Study on Loading Behavior of Facade Sandwich Panels",
number = "6",
pages = "1554",
volume = "13",
doi = "10.3390/buildings13061554"
}
Stanisavljević, G., Golubović Matić, D., Komnenović, M., Vasović Maksimović, I.,& Flajs, Ž.. (2023). Numerical and Experimental Study on Loading Behavior of Facade Sandwich Panels. in Buildings
MDPI., 13(6), 1554.
https://doi.org/10.3390/buildings13061554
Stanisavljević G, Golubović Matić D, Komnenović M, Vasović Maksimović I, Flajs Ž. Numerical and Experimental Study on Loading Behavior of Facade Sandwich Panels. in Buildings. 2023;13(6):1554.
doi:10.3390/buildings13061554 .
Stanisavljević, Gorjana, Golubović Matić, Darinka, Komnenović, Milorad, Vasović Maksimović, Ivana, Flajs, Željko, "Numerical and Experimental Study on Loading Behavior of Facade Sandwich Panels" in Buildings, 13, no. 6 (2023):1554,
https://doi.org/10.3390/buildings13061554 . .

Influence of different types of fibers on properties of concrete

Stojanović, Marko; Antić Aranđelović, Lana; Janković, Ksenija; Bojović, Dragan; Flajs, Željko

(2023)

TY  - CONF
AU  - Stojanović, Marko
AU  - Antić Aranđelović, Lana
AU  - Janković, Ksenija
AU  - Bojović, Dragan
AU  - Flajs, Željko
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/578
AB  - The paper presents the influence of the use of different types of fibers on the properties of concrete. All concrete samples were made  with  same component materials and compositions, except for the amount of fibers, which was varied. After hardening, the concrete samples were tested for compressive strength, tensile splitting strength and water penetration depth under pressure. Based on the test results, depending on the type, shape, amount and arrangement of fibers, the tensile and compressive strength values as well as the depth of water penetration under pressure were analyzed. Based on the tests performed, the best mechanical properties were achieved with the use of "Dramix 3D" steel fibers.
C3  - International Scientific Conference SINARG 2023, organized by the Faculty of Civil Engineering and Architecture, University of Niš, and Serbian Academy of Sciences and Arts, Local Branch in Niš, Proceedings
T1  - Influence of different types of fibers on properties of concrete
EP  - 1072
SP  - 1066
VL  - 2
UR  - https://hdl.handle.net/21.15107/rcub_rims_578
ER  - 
@conference{
author = "Stojanović, Marko and Antić Aranđelović, Lana and Janković, Ksenija and Bojović, Dragan and Flajs, Željko",
year = "2023",
abstract = "The paper presents the influence of the use of different types of fibers on the properties of concrete. All concrete samples were made  with  same component materials and compositions, except for the amount of fibers, which was varied. After hardening, the concrete samples were tested for compressive strength, tensile splitting strength and water penetration depth under pressure. Based on the test results, depending on the type, shape, amount and arrangement of fibers, the tensile and compressive strength values as well as the depth of water penetration under pressure were analyzed. Based on the tests performed, the best mechanical properties were achieved with the use of "Dramix 3D" steel fibers.",
journal = "International Scientific Conference SINARG 2023, organized by the Faculty of Civil Engineering and Architecture, University of Niš, and Serbian Academy of Sciences and Arts, Local Branch in Niš, Proceedings",
title = "Influence of different types of fibers on properties of concrete",
pages = "1072-1066",
volume = "2",
url = "https://hdl.handle.net/21.15107/rcub_rims_578"
}
Stojanović, M., Antić Aranđelović, L., Janković, K., Bojović, D.,& Flajs, Ž.. (2023). Influence of different types of fibers on properties of concrete. in International Scientific Conference SINARG 2023, organized by the Faculty of Civil Engineering and Architecture, University of Niš, and Serbian Academy of Sciences and Arts, Local Branch in Niš, Proceedings, 2, 1066-1072.
https://hdl.handle.net/21.15107/rcub_rims_578
Stojanović M, Antić Aranđelović L, Janković K, Bojović D, Flajs Ž. Influence of different types of fibers on properties of concrete. in International Scientific Conference SINARG 2023, organized by the Faculty of Civil Engineering and Architecture, University of Niš, and Serbian Academy of Sciences and Arts, Local Branch in Niš, Proceedings. 2023;2:1066-1072.
https://hdl.handle.net/21.15107/rcub_rims_578 .
Stojanović, Marko, Antić Aranđelović, Lana, Janković, Ksenija, Bojović, Dragan, Flajs, Željko, "Influence of different types of fibers on properties of concrete" in International Scientific Conference SINARG 2023, organized by the Faculty of Civil Engineering and Architecture, University of Niš, and Serbian Academy of Sciences and Arts, Local Branch in Niš, Proceedings, 2 (2023):1066-1072,
https://hdl.handle.net/21.15107/rcub_rims_578 .

Proračun ugiba grednih struktura na osnovu izmerenih vrednosti dilatacija

Flajs, Željko; Janković, Ksenija; Stojanović, Marko; Bojović, Dragan

(2023)

TY  - JOUR
AU  - Flajs, Željko
AU  - Janković, Ksenija
AU  - Stojanović, Marko
AU  - Bojović, Dragan
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/495
AB  - Ponašanje struktura pod delovanjem različitih vrsta opterećenja
određene su njenim deformacionim karakteristikama,
globalnim deformacionim karakteristikama – pomeranjima
i rotacijama i lokalnim deformacionim karakteristikama
- dilatacijama u materijalu strukture. Poznavanjem
globalnih i lokalnih deformacionih karakteristika strukture
ostvarujemo mogućnost da pratimo ponašanje strukture u
celini ili nekog njenog segmenta. Osnovni cilj ovog istraživanja
je provera algoritma proračuna za dobijanje vertikalnih
pomeranja - ugiba strukture, na osnovu poznatih vrednosti
dilatacija u materijalu strukture, pri delovanju opterećenja.
Provera algoritma sprovodi se poređenjem numeričkih i eksperimentalnih rezultata.
T2  - Integritet i vek konstrukcija, specijalno izdanje
T1  - Proračun ugiba grednih struktura na osnovu izmerenih vrednosti dilatacija
EP  - 78
SP  - 73
VL  - 23
UR  - https://hdl.handle.net/21.15107/rcub_rims_495
ER  - 
@article{
author = "Flajs, Željko and Janković, Ksenija and Stojanović, Marko and Bojović, Dragan",
year = "2023",
abstract = "Ponašanje struktura pod delovanjem različitih vrsta opterećenja
određene su njenim deformacionim karakteristikama,
globalnim deformacionim karakteristikama – pomeranjima
i rotacijama i lokalnim deformacionim karakteristikama
- dilatacijama u materijalu strukture. Poznavanjem
globalnih i lokalnih deformacionih karakteristika strukture
ostvarujemo mogućnost da pratimo ponašanje strukture u
celini ili nekog njenog segmenta. Osnovni cilj ovog istraživanja
je provera algoritma proračuna za dobijanje vertikalnih
pomeranja - ugiba strukture, na osnovu poznatih vrednosti
dilatacija u materijalu strukture, pri delovanju opterećenja.
Provera algoritma sprovodi se poređenjem numeričkih i eksperimentalnih rezultata.",
journal = "Integritet i vek konstrukcija, specijalno izdanje",
title = "Proračun ugiba grednih struktura na osnovu izmerenih vrednosti dilatacija",
pages = "78-73",
volume = "23",
url = "https://hdl.handle.net/21.15107/rcub_rims_495"
}
Flajs, Ž., Janković, K., Stojanović, M.,& Bojović, D.. (2023). Proračun ugiba grednih struktura na osnovu izmerenih vrednosti dilatacija. in Integritet i vek konstrukcija, specijalno izdanje, 23, 73-78.
https://hdl.handle.net/21.15107/rcub_rims_495
Flajs Ž, Janković K, Stojanović M, Bojović D. Proračun ugiba grednih struktura na osnovu izmerenih vrednosti dilatacija. in Integritet i vek konstrukcija, specijalno izdanje. 2023;23:73-78.
https://hdl.handle.net/21.15107/rcub_rims_495 .
Flajs, Željko, Janković, Ksenija, Stojanović, Marko, Bojović, Dragan, "Proračun ugiba grednih struktura na osnovu izmerenih vrednosti dilatacija" in Integritet i vek konstrukcija, specijalno izdanje, 23 (2023):73-78,
https://hdl.handle.net/21.15107/rcub_rims_495 .

Savremena uloga Instituta IMS u izgradnji, rekonstrukciji, sanaciji i održavanju građevinskih konstrukcija i objekata

Petrović, Goran; Aranđelović, Bojan; Flajs, Željko; Ivanković, Bojan

(2023)

TY  - JOUR
AU  - Petrović, Goran
AU  - Aranđelović, Bojan
AU  - Flajs, Željko
AU  - Ivanković, Bojan
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/494
AB  - Centar za konstrukcije i prednaprezanje obuhvata delat-nosti zahvaljujući kojima je Institut IMS stekao veliki ugled u zemlji i inostranstvu. Kroz rad na širokom spektru aktiv-nosti vezanih za izgradnju ili sanaciju i rekonstrukciju razli-čitih građevinskih objekata i konstrukcija, posebno kroz primenu tehnoloških rešenja zasnovanih na prednapreza-nju, saradnici Centra nastavljaju bogatu tradiciju Instituta IMS. Savremena oprema i visokospecijalizovani kadar omogu-ćavaju izvođenje radova prednaprezanja, realizaciju ispiti-vanja u laboratoriji i na terenu, projektovanje i razvoj. U poslovima Centra za konstrukcije i prednaprezanje na kapi-talnim infrastrukturnim objektima i u obnovi graditeljskog nasleđa aktivno učestvuju skoro sve ostale organizacione celine Instituta IMS, kako bi se obezbedio integralni multidis-ciplinarni pristup, koji rezultira održivim rešenjima.
T2  - Integritet i vek konstrukcija, specijalno izdanje
T1  - Savremena uloga Instituta IMS u izgradnji, rekonstrukciji, sanaciji i održavanju građevinskih konstrukcija i objekata
EP  - 71
SP  - 69
VL  - 23
UR  - https://hdl.handle.net/21.15107/rcub_rims_494
ER  - 
@article{
author = "Petrović, Goran and Aranđelović, Bojan and Flajs, Željko and Ivanković, Bojan",
year = "2023",
abstract = "Centar za konstrukcije i prednaprezanje obuhvata delat-nosti zahvaljujući kojima je Institut IMS stekao veliki ugled u zemlji i inostranstvu. Kroz rad na širokom spektru aktiv-nosti vezanih za izgradnju ili sanaciju i rekonstrukciju razli-čitih građevinskih objekata i konstrukcija, posebno kroz primenu tehnoloških rešenja zasnovanih na prednapreza-nju, saradnici Centra nastavljaju bogatu tradiciju Instituta IMS. Savremena oprema i visokospecijalizovani kadar omogu-ćavaju izvođenje radova prednaprezanja, realizaciju ispiti-vanja u laboratoriji i na terenu, projektovanje i razvoj. U poslovima Centra za konstrukcije i prednaprezanje na kapi-talnim infrastrukturnim objektima i u obnovi graditeljskog nasleđa aktivno učestvuju skoro sve ostale organizacione celine Instituta IMS, kako bi se obezbedio integralni multidis-ciplinarni pristup, koji rezultira održivim rešenjima.",
journal = "Integritet i vek konstrukcija, specijalno izdanje",
title = "Savremena uloga Instituta IMS u izgradnji, rekonstrukciji, sanaciji i održavanju građevinskih konstrukcija i objekata",
pages = "71-69",
volume = "23",
url = "https://hdl.handle.net/21.15107/rcub_rims_494"
}
Petrović, G., Aranđelović, B., Flajs, Ž.,& Ivanković, B.. (2023). Savremena uloga Instituta IMS u izgradnji, rekonstrukciji, sanaciji i održavanju građevinskih konstrukcija i objekata. in Integritet i vek konstrukcija, specijalno izdanje, 23, 69-71.
https://hdl.handle.net/21.15107/rcub_rims_494
Petrović G, Aranđelović B, Flajs Ž, Ivanković B. Savremena uloga Instituta IMS u izgradnji, rekonstrukciji, sanaciji i održavanju građevinskih konstrukcija i objekata. in Integritet i vek konstrukcija, specijalno izdanje. 2023;23:69-71.
https://hdl.handle.net/21.15107/rcub_rims_494 .
Petrović, Goran, Aranđelović, Bojan, Flajs, Željko, Ivanković, Bojan, "Savremena uloga Instituta IMS u izgradnji, rekonstrukciji, sanaciji i održavanju građevinskih konstrukcija i objekata" in Integritet i vek konstrukcija, specijalno izdanje, 23 (2023):69-71,
https://hdl.handle.net/21.15107/rcub_rims_494 .

Damage occurrence in welded structures of the bucket-wheel boom

Arsić, Miodrag; Flajs, Željko; Sedmak, Aleksandar; Veg, Emil; Sedmak, Simon

(Trans Tech Publications Ltd, Switzerland, 2022)

TY  - JOUR
AU  - Arsić, Miodrag
AU  - Flajs, Željko
AU  - Sedmak, Aleksandar
AU  - Veg, Emil
AU  - Sedmak, Simon
PY  - 2022
UR  - http://rims.institutims.rs/handle/123456789/665
AB  - Causes of damage occurrence in vital components of welded structures of the bucket-wheel
excavator boom (DU1) at the coal landfill of the thermal power plant 'Nikola Tesla A' in Obrenovac
(Serbia) are investigated. Bucket-wheel excavator was produced by French company 'Ameco' and it
moves along the circular track. Taking into account lack of technical documentation, all tests and
were carried out under the assumption that welded structures were made of structural steels S355 and
S235. Investigation of causes of damage occurrence are based on results of non-destructive tests
(NDT) and tensometric measurements.
PB  - Trans Tech Publications Ltd, Switzerland
T2  - Engineering Innovations
T1  - Damage occurrence in welded structures of the bucket-wheel boom
EP  - 48
SP  - 41
VL  - 2
DO  - 10.4028/p-15iqnw
ER  - 
@article{
author = "Arsić, Miodrag and Flajs, Željko and Sedmak, Aleksandar and Veg, Emil and Sedmak, Simon",
year = "2022",
abstract = "Causes of damage occurrence in vital components of welded structures of the bucket-wheel
excavator boom (DU1) at the coal landfill of the thermal power plant 'Nikola Tesla A' in Obrenovac
(Serbia) are investigated. Bucket-wheel excavator was produced by French company 'Ameco' and it
moves along the circular track. Taking into account lack of technical documentation, all tests and
were carried out under the assumption that welded structures were made of structural steels S355 and
S235. Investigation of causes of damage occurrence are based on results of non-destructive tests
(NDT) and tensometric measurements.",
publisher = "Trans Tech Publications Ltd, Switzerland",
journal = "Engineering Innovations",
title = "Damage occurrence in welded structures of the bucket-wheel boom",
pages = "48-41",
volume = "2",
doi = "10.4028/p-15iqnw"
}
Arsić, M., Flajs, Ž., Sedmak, A., Veg, E.,& Sedmak, S.. (2022). Damage occurrence in welded structures of the bucket-wheel boom. in Engineering Innovations
Trans Tech Publications Ltd, Switzerland., 2, 41-48.
https://doi.org/10.4028/p-15iqnw
Arsić M, Flajs Ž, Sedmak A, Veg E, Sedmak S. Damage occurrence in welded structures of the bucket-wheel boom. in Engineering Innovations. 2022;2:41-48.
doi:10.4028/p-15iqnw .
Arsić, Miodrag, Flajs, Željko, Sedmak, Aleksandar, Veg, Emil, Sedmak, Simon, "Damage occurrence in welded structures of the bucket-wheel boom" in Engineering Innovations, 2 (2022):41-48,
https://doi.org/10.4028/p-15iqnw . .

Application of Non-Destructive Testing for Condition Analysis, Repair of Damages and Integrity Assessment of Vital Steel Structures

Arsić, Miodrag; Arsić, Dušan; Flajs, Željko; Grbović, Aleksandar; Todić, Aleksandar

(Pleiades Publishing Inc, New York, 2021)

TY  - JOUR
AU  - Arsić, Miodrag
AU  - Arsić, Dušan
AU  - Flajs, Željko
AU  - Grbović, Aleksandar
AU  - Todić, Aleksandar
PY  - 2021
UR  - http://rims.institutims.rs/handle/123456789/413
AB  - Loads at vital steel structures occur during their production and assembly (residual stresses), during the execution of functional tasks in exploitation (stationary and dynamic loads) and during the disturbed process of exploitation (non-stationary dynamic loads). Considering the fact that stress concentrators, corrosion and unpredictable effects that occur during exploitation must be taken into account as well, it is clear that loading of vital structures during the design phase can not be represented with a model in which the parameters change uniformly. Therefore only experimental non-destructive tests performed at large steel structures during exploitation enable the assessment of their current condition, need for particular repairs and assessment of integrity. In that way the data necessary for determination of causes of degradation of material and welded joints at structures, for the evaluation of mutual influence of equipment parts, as well as for determination of functionality and reliability of operation of drive systems. This primarily refers to vital steel structures of bucket-wheel excavators, dredgers and cranes, as well as to vital steel structures at hydroelectric equipment, thermal power plant equipment, bridges etc. This paper presents the analysis of causes for the occurrence of damages at the support structure of the boom of the bucket-wheel excavator, which is operating at the open pit coal mine near Kostolac (Serbia), that was executed on the basis of non-destructive tests. The paper also contains the procedure for the repair of damaged structure through the application of adequate welding, performed at existing and newly produced components, and the assessment of structural integrity after the repair based on non-compliances detected during the design process, as well as during the making of the support structure of the bucket-wheel excavator boom due to inadequate radiuses defined during the processes of design and production and due to the existence of flaws on the surface and within welded joints.
PB  - Pleiades Publishing Inc, New York
T2  - Russian Journal of Nondestructive Testing
T1  - Application of Non-Destructive Testing for Condition Analysis, Repair of Damages and Integrity Assessment of Vital Steel Structures
EP  - 931
IS  - 10
SP  - 918
VL  - 57
DO  - 10.1134/S1061830921100053
ER  - 
@article{
author = "Arsić, Miodrag and Arsić, Dušan and Flajs, Željko and Grbović, Aleksandar and Todić, Aleksandar",
year = "2021",
abstract = "Loads at vital steel structures occur during their production and assembly (residual stresses), during the execution of functional tasks in exploitation (stationary and dynamic loads) and during the disturbed process of exploitation (non-stationary dynamic loads). Considering the fact that stress concentrators, corrosion and unpredictable effects that occur during exploitation must be taken into account as well, it is clear that loading of vital structures during the design phase can not be represented with a model in which the parameters change uniformly. Therefore only experimental non-destructive tests performed at large steel structures during exploitation enable the assessment of their current condition, need for particular repairs and assessment of integrity. In that way the data necessary for determination of causes of degradation of material and welded joints at structures, for the evaluation of mutual influence of equipment parts, as well as for determination of functionality and reliability of operation of drive systems. This primarily refers to vital steel structures of bucket-wheel excavators, dredgers and cranes, as well as to vital steel structures at hydroelectric equipment, thermal power plant equipment, bridges etc. This paper presents the analysis of causes for the occurrence of damages at the support structure of the boom of the bucket-wheel excavator, which is operating at the open pit coal mine near Kostolac (Serbia), that was executed on the basis of non-destructive tests. The paper also contains the procedure for the repair of damaged structure through the application of adequate welding, performed at existing and newly produced components, and the assessment of structural integrity after the repair based on non-compliances detected during the design process, as well as during the making of the support structure of the bucket-wheel excavator boom due to inadequate radiuses defined during the processes of design and production and due to the existence of flaws on the surface and within welded joints.",
publisher = "Pleiades Publishing Inc, New York",
journal = "Russian Journal of Nondestructive Testing",
title = "Application of Non-Destructive Testing for Condition Analysis, Repair of Damages and Integrity Assessment of Vital Steel Structures",
pages = "931-918",
number = "10",
volume = "57",
doi = "10.1134/S1061830921100053"
}
Arsić, M., Arsić, D., Flajs, Ž., Grbović, A.,& Todić, A.. (2021). Application of Non-Destructive Testing for Condition Analysis, Repair of Damages and Integrity Assessment of Vital Steel Structures. in Russian Journal of Nondestructive Testing
Pleiades Publishing Inc, New York., 57(10), 918-931.
https://doi.org/10.1134/S1061830921100053
Arsić M, Arsić D, Flajs Ž, Grbović A, Todić A. Application of Non-Destructive Testing for Condition Analysis, Repair of Damages and Integrity Assessment of Vital Steel Structures. in Russian Journal of Nondestructive Testing. 2021;57(10):918-931.
doi:10.1134/S1061830921100053 .
Arsić, Miodrag, Arsić, Dušan, Flajs, Željko, Grbović, Aleksandar, Todić, Aleksandar, "Application of Non-Destructive Testing for Condition Analysis, Repair of Damages and Integrity Assessment of Vital Steel Structures" in Russian Journal of Nondestructive Testing, 57, no. 10 (2021):918-931,
https://doi.org/10.1134/S1061830921100053 . .
4
4

Structural integrity assessment of welded bucket-wheel boom

Arsić, Miodrag; Flajs, Željko; Sedmak, Aleksandar; Veg, Emil; Sedmak, Simon

(Institut za ispitivanje materijala, Beograd, 2021)

TY  - JOUR
AU  - Arsić, Miodrag
AU  - Flajs, Željko
AU  - Sedmak, Aleksandar
AU  - Veg, Emil
AU  - Sedmak, Simon
PY  - 2021
UR  - http://rims.institutims.rs/handle/123456789/411
AB  - Research is conducted on the causes of damage and the structural integrity assessment of the bucket-wheel boom welded lattice structures, before and after the repair of vital structures. Additionally, the paper describes the investigation conducted based on the results of non-destructive tests (visual-, magnetic particle-, dye penetrant-, and ultrasonic tests), results of tensometric measurements that refer to the stress-strain state, and results based on numerical calculation of stresses by finite element method, performed through the use of a 3D model in the software Radimpex Tower 6.0 (R). The results of tests and research performed after the repair of damaged structural welded sections show that the operational procedures are being obeyed.
PB  - Institut za ispitivanje materijala, Beograd
T2  - Structural Integrity and Life
T1  - Structural integrity assessment of welded bucket-wheel boom
EP  - 206
IS  - 2
SP  - 201
VL  - 21
UR  - https://hdl.handle.net/21.15107/rcub_rims_411
ER  - 
@article{
author = "Arsić, Miodrag and Flajs, Željko and Sedmak, Aleksandar and Veg, Emil and Sedmak, Simon",
year = "2021",
abstract = "Research is conducted on the causes of damage and the structural integrity assessment of the bucket-wheel boom welded lattice structures, before and after the repair of vital structures. Additionally, the paper describes the investigation conducted based on the results of non-destructive tests (visual-, magnetic particle-, dye penetrant-, and ultrasonic tests), results of tensometric measurements that refer to the stress-strain state, and results based on numerical calculation of stresses by finite element method, performed through the use of a 3D model in the software Radimpex Tower 6.0 (R). The results of tests and research performed after the repair of damaged structural welded sections show that the operational procedures are being obeyed.",
publisher = "Institut za ispitivanje materijala, Beograd",
journal = "Structural Integrity and Life",
title = "Structural integrity assessment of welded bucket-wheel boom",
pages = "206-201",
number = "2",
volume = "21",
url = "https://hdl.handle.net/21.15107/rcub_rims_411"
}
Arsić, M., Flajs, Ž., Sedmak, A., Veg, E.,& Sedmak, S.. (2021). Structural integrity assessment of welded bucket-wheel boom. in Structural Integrity and Life
Institut za ispitivanje materijala, Beograd., 21(2), 201-206.
https://hdl.handle.net/21.15107/rcub_rims_411
Arsić M, Flajs Ž, Sedmak A, Veg E, Sedmak S. Structural integrity assessment of welded bucket-wheel boom. in Structural Integrity and Life. 2021;21(2):201-206.
https://hdl.handle.net/21.15107/rcub_rims_411 .
Arsić, Miodrag, Flajs, Željko, Sedmak, Aleksandar, Veg, Emil, Sedmak, Simon, "Structural integrity assessment of welded bucket-wheel boom" in Structural Integrity and Life, 21, no. 2 (2021):201-206,
https://hdl.handle.net/21.15107/rcub_rims_411 .

Deflection Calculation for Beam-type Structures from Measured Strain Data

Flajs, Željko; Veg, Emil; Gubeljak, Nenad; Siniković, Goran

(Univ Osijek, Tech Fac, Slavonski Brod, 2020)

TY  - JOUR
AU  - Flajs, Željko
AU  - Veg, Emil
AU  - Gubeljak, Nenad
AU  - Siniković, Goran
PY  - 2020
UR  - http://rims.institutims.rs/handle/123456789/392
AB  - Behavior of structures under various load types is determined by their deformation characteristics, global deformation characteristics - deflections and rotations, and local deformation characteristics - strains / stresses in structure base material. If we know global and local deformation characteristics of a structure, then it is possible to determine the structure behavior under acting loads, on the whole structure or at some part of that structure. The main objective of this research is to verify calculation algorithm for obtaining vertical displacements - the deflection of the structure, based on the known strain values in the structure base material, under acting load. The verification of the calculation algorithm is performed by comparing the numerical and experimental results.
PB  - Univ Osijek, Tech Fac, Slavonski Brod
T2  - Tehnicki Vjesnik-Technical Gazette
T1  - Deflection Calculation for Beam-type Structures from Measured Strain Data
EP  - 670
IS  - 2
SP  - 665
VL  - 27
DO  - 10.17559/TV-20200123124502
ER  - 
@article{
author = "Flajs, Željko and Veg, Emil and Gubeljak, Nenad and Siniković, Goran",
year = "2020",
abstract = "Behavior of structures under various load types is determined by their deformation characteristics, global deformation characteristics - deflections and rotations, and local deformation characteristics - strains / stresses in structure base material. If we know global and local deformation characteristics of a structure, then it is possible to determine the structure behavior under acting loads, on the whole structure or at some part of that structure. The main objective of this research is to verify calculation algorithm for obtaining vertical displacements - the deflection of the structure, based on the known strain values in the structure base material, under acting load. The verification of the calculation algorithm is performed by comparing the numerical and experimental results.",
publisher = "Univ Osijek, Tech Fac, Slavonski Brod",
journal = "Tehnicki Vjesnik-Technical Gazette",
title = "Deflection Calculation for Beam-type Structures from Measured Strain Data",
pages = "670-665",
number = "2",
volume = "27",
doi = "10.17559/TV-20200123124502"
}
Flajs, Ž., Veg, E., Gubeljak, N.,& Siniković, G.. (2020). Deflection Calculation for Beam-type Structures from Measured Strain Data. in Tehnicki Vjesnik-Technical Gazette
Univ Osijek, Tech Fac, Slavonski Brod., 27(2), 665-670.
https://doi.org/10.17559/TV-20200123124502
Flajs Ž, Veg E, Gubeljak N, Siniković G. Deflection Calculation for Beam-type Structures from Measured Strain Data. in Tehnicki Vjesnik-Technical Gazette. 2020;27(2):665-670.
doi:10.17559/TV-20200123124502 .
Flajs, Željko, Veg, Emil, Gubeljak, Nenad, Siniković, Goran, "Deflection Calculation for Beam-type Structures from Measured Strain Data" in Tehnicki Vjesnik-Technical Gazette, 27, no. 2 (2020):665-670,
https://doi.org/10.17559/TV-20200123124502 . .

Buckling resistance of stainless steel angle column

Filipović, A.; Dobrić, Jelena; Marković, Zlatko; Baddoo, N.; Flajs, Željko

(Union of Croatian Civil Engineers and Technicians, 2019)

TY  - JOUR
AU  - Filipović, A.
AU  - Dobrić, Jelena
AU  - Marković, Zlatko
AU  - Baddoo, N.
AU  - Flajs, Željko
PY  - 2019
UR  - http://rims.institutims.rs/handle/123456789/362
AB  - A numerical study of compressive capacities of stainless steel angle columns is presented in the paper in order to assess the design procedures presented in Eurocode 3. The study focuses on pin-ended hot-rolled equal angle columns made of austenitic stainless steel grade EN 1.4301. The study shows that the implementation of buckling curve b, used for the design of carbon steel hot-rolled angles, gives higher and unsafe buckling resistance of equivalent stainless steel angles in low and intermediate slenderness domains in comparison with numerical results.
PB  - Union of Croatian Civil Engineers and Technicians
T2  - Gradjevinar
T1  - Buckling resistance of stainless steel angle column
EP  - 558
IS  - 7
SP  - 547
VL  - 71
DO  - 10.14256/JCE.2563.2018
ER  - 
@article{
author = "Filipović, A. and Dobrić, Jelena and Marković, Zlatko and Baddoo, N. and Flajs, Željko",
year = "2019",
abstract = "A numerical study of compressive capacities of stainless steel angle columns is presented in the paper in order to assess the design procedures presented in Eurocode 3. The study focuses on pin-ended hot-rolled equal angle columns made of austenitic stainless steel grade EN 1.4301. The study shows that the implementation of buckling curve b, used for the design of carbon steel hot-rolled angles, gives higher and unsafe buckling resistance of equivalent stainless steel angles in low and intermediate slenderness domains in comparison with numerical results.",
publisher = "Union of Croatian Civil Engineers and Technicians",
journal = "Gradjevinar",
title = "Buckling resistance of stainless steel angle column",
pages = "558-547",
number = "7",
volume = "71",
doi = "10.14256/JCE.2563.2018"
}
Filipović, A., Dobrić, J., Marković, Z., Baddoo, N.,& Flajs, Ž.. (2019). Buckling resistance of stainless steel angle column. in Gradjevinar
Union of Croatian Civil Engineers and Technicians., 71(7), 547-558.
https://doi.org/10.14256/JCE.2563.2018
Filipović A, Dobrić J, Marković Z, Baddoo N, Flajs Ž. Buckling resistance of stainless steel angle column. in Gradjevinar. 2019;71(7):547-558.
doi:10.14256/JCE.2563.2018 .
Filipović, A., Dobrić, Jelena, Marković, Zlatko, Baddoo, N., Flajs, Željko, "Buckling resistance of stainless steel angle column" in Gradjevinar, 71, no. 7 (2019):547-558,
https://doi.org/10.14256/JCE.2563.2018 . .
2
3

Experimental study on the stresses at the i-beam end-plate moment connection

Gašić, V.; Arsić, Aleksandra; Flajs, Željko

(Institut za ispitivanje materijala, Beograd, 2019)

TY  - JOUR
AU  - Gašić, V.
AU  - Arsić, Aleksandra
AU  - Flajs, Željko
PY  - 2019
UR  - http://rims.institutims.rs/handle/123456789/357
AB  - The paper deals with experimental study of the stresses at the bolted end-plate moment connection. The design parameters are adopted to include prying effects in joint. A stress level is obtained in the elements where the highest values occur in the tension zone of the end-plate. The accompanied finite element analysis is performed for comparing purposes with experimental results. It is shown that end-plate thickness should be the unavoidable joint parameter in structural analysis of frame-like structures.
PB  - Institut za ispitivanje materijala, Beograd
T2  - Structural Integrity and Life
T1  - Experimental study on the stresses at the i-beam end-plate moment connection
EP  - 57
IS  - 1
SP  - 53
VL  - 19
UR  - https://hdl.handle.net/21.15107/rcub_rims_357
ER  - 
@article{
author = "Gašić, V. and Arsić, Aleksandra and Flajs, Željko",
year = "2019",
abstract = "The paper deals with experimental study of the stresses at the bolted end-plate moment connection. The design parameters are adopted to include prying effects in joint. A stress level is obtained in the elements where the highest values occur in the tension zone of the end-plate. The accompanied finite element analysis is performed for comparing purposes with experimental results. It is shown that end-plate thickness should be the unavoidable joint parameter in structural analysis of frame-like structures.",
publisher = "Institut za ispitivanje materijala, Beograd",
journal = "Structural Integrity and Life",
title = "Experimental study on the stresses at the i-beam end-plate moment connection",
pages = "57-53",
number = "1",
volume = "19",
url = "https://hdl.handle.net/21.15107/rcub_rims_357"
}
Gašić, V., Arsić, A.,& Flajs, Ž.. (2019). Experimental study on the stresses at the i-beam end-plate moment connection. in Structural Integrity and Life
Institut za ispitivanje materijala, Beograd., 19(1), 53-57.
https://hdl.handle.net/21.15107/rcub_rims_357
Gašić V, Arsić A, Flajs Ž. Experimental study on the stresses at the i-beam end-plate moment connection. in Structural Integrity and Life. 2019;19(1):53-57.
https://hdl.handle.net/21.15107/rcub_rims_357 .
Gašić, V., Arsić, Aleksandra, Flajs, Željko, "Experimental study on the stresses at the i-beam end-plate moment connection" in Structural Integrity and Life, 19, no. 1 (2019):53-57,
https://hdl.handle.net/21.15107/rcub_rims_357 .
4

Specific features of stainless steel compression elements

Dobrić, Jelena; Marković, Zlatko; Budevac, Dragan; Flajs, Željko

(Croatian Soc Civil Engineers-Hsgi, Zagreb, 2015)

TY  - JOUR
AU  - Dobrić, Jelena
AU  - Marković, Zlatko
AU  - Budevac, Dragan
AU  - Flajs, Željko
PY  - 2015
UR  - http://rims.institutims.rs/handle/123456789/283
AB  - Stainless steel has a number of features that define different behaviour of structural elements made of this material, as related to equivalent carbon steel elements. These properties, especially prominent in case of compression elements, are manifested through the nonlinear stress and strain relationship, pronounced influences of material hardening due to cold forming. Basic principles for the analysis of coldformed stainless steel compression elements, either included in modern technical regulations, or resulting from current research, are presented in this paper.
PB  - Croatian Soc Civil Engineers-Hsgi, Zagreb
T2  - Gradjevinar
T1  - Specific features of stainless steel compression elements
EP  - 150
IS  - 2
SP  - 143
VL  - 67
UR  - https://hdl.handle.net/21.15107/rcub_rims_283
ER  - 
@article{
author = "Dobrić, Jelena and Marković, Zlatko and Budevac, Dragan and Flajs, Željko",
year = "2015",
abstract = "Stainless steel has a number of features that define different behaviour of structural elements made of this material, as related to equivalent carbon steel elements. These properties, especially prominent in case of compression elements, are manifested through the nonlinear stress and strain relationship, pronounced influences of material hardening due to cold forming. Basic principles for the analysis of coldformed stainless steel compression elements, either included in modern technical regulations, or resulting from current research, are presented in this paper.",
publisher = "Croatian Soc Civil Engineers-Hsgi, Zagreb",
journal = "Gradjevinar",
title = "Specific features of stainless steel compression elements",
pages = "150-143",
number = "2",
volume = "67",
url = "https://hdl.handle.net/21.15107/rcub_rims_283"
}
Dobrić, J., Marković, Z., Budevac, D.,& Flajs, Ž.. (2015). Specific features of stainless steel compression elements. in Gradjevinar
Croatian Soc Civil Engineers-Hsgi, Zagreb., 67(2), 143-150.
https://hdl.handle.net/21.15107/rcub_rims_283
Dobrić J, Marković Z, Budevac D, Flajs Ž. Specific features of stainless steel compression elements. in Gradjevinar. 2015;67(2):143-150.
https://hdl.handle.net/21.15107/rcub_rims_283 .
Dobrić, Jelena, Marković, Zlatko, Budevac, Dragan, Flajs, Željko, "Specific features of stainless steel compression elements" in Gradjevinar, 67, no. 2 (2015):143-150,
https://hdl.handle.net/21.15107/rcub_rims_283 .
3