TY  - JOUR
AU  - Jelić, Mirjana
AU  - Sedmak, Aleksandar
AU  - Folić, Boris
AU  - Sedmak, Simon
AU  - Aranđelović, Mihajlo
AU  - Folić, Radomir
AU  - Radu, Dorin
PY  - 2024
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7779
AB  - Belgrade fair hall 1 is well known for its dome, which is still the world largest self-supported construction made of pre-stressed concrete, with its diameter of 106 m. In this paper the Finite Element Method (FEM) was performed to analyze different loading and supporting conditions. At the same time, crack growth in a support column was simulated by the extended FEM (XFEM). Results of numerical calculations indicate ingenious design of such a complex structure which was based on “hand” calculation decades ago, without computers. In addition to classical engineering and more advanced numerical calculations, risk based analysis was performed taking into account artificially introduced crack and Failure Analysis Diagram, obtained using stress intensity factor and net stress, as well as fracture toughness and critical stress. This analysis, made for the first time for Belgrade fair hall 1, proved that its structural integrity is jeopardized only when a crack reaches half the thickness of a steel bar.
T2  - Frattura ed Integrita Strutturale
T1  - Structural integrity analysis of the pre-stressed concrete dome of the Belgrade fair hall 1
EP  - 351
IS  - 67
SP  - 337
VL  - 18
DO  - 10.3221/IGF-ESIS.67.24
ER  - 

@article{
author = "Jelić, Mirjana and Sedmak, Aleksandar and Folić, Boris and Sedmak, Simon and Aranđelović, Mihajlo and Folić, Radomir and Radu, Dorin",
year = "2024",
abstract = "Belgrade fair hall 1 is well known for its dome, which is still the world largest self-supported construction made of pre-stressed concrete, with its diameter of 106 m. In this paper the Finite Element Method (FEM) was performed to analyze different loading and supporting conditions. At the same time, crack growth in a support column was simulated by the extended FEM (XFEM). Results of numerical calculations indicate ingenious design of such a complex structure which was based on “hand” calculation decades ago, without computers. In addition to classical engineering and more advanced numerical calculations, risk based analysis was performed taking into account artificially introduced crack and Failure Analysis Diagram, obtained using stress intensity factor and net stress, as well as fracture toughness and critical stress. This analysis, made for the first time for Belgrade fair hall 1, proved that its structural integrity is jeopardized only when a crack reaches half the thickness of a steel bar.",
journal = "Frattura ed Integrita Strutturale",
title = "Structural integrity analysis of the pre-stressed concrete dome of the Belgrade fair hall 1",
pages = "351-337",
number = "67",
volume = "18",
doi = "10.3221/IGF-ESIS.67.24"
}

Jelić, M., Sedmak, A., Folić, B., Sedmak, S., Aranđelović, M., Folić, R.,& Radu, D.. (2024). Structural integrity analysis of the pre-stressed concrete dome of the Belgrade fair hall 1. in Frattura ed Integrita Strutturale, 18(67), 337-351.
https://doi.org/10.3221/IGF-ESIS.67.24

Jelić M, Sedmak A, Folić B, Sedmak S, Aranđelović M, Folić R, Radu D. Structural integrity analysis of the pre-stressed concrete dome of the Belgrade fair hall 1. in Frattura ed Integrita Strutturale. 2024;18(67):337-351.
doi:10.3221/IGF-ESIS.67.24 .

Jelić, Mirjana, Sedmak, Aleksandar, Folić, Boris, Sedmak, Simon, Aranđelović, Mihajlo, Folić, Radomir, Radu, Dorin, "Structural integrity analysis of the pre-stressed concrete dome of the Belgrade fair hall 1" in Frattura ed Integrita Strutturale, 18, no. 67 (2024):337-351,
https://doi.org/10.3221/IGF-ESIS.67.24 . .

TY  - JOUR
AU  - Jelić, Mirjana
AU  - Sedmak, Aleksandar
AU  - Sedmak, Simon
AU  - Folić, Boris
AU  - Folić, Radomir
PY  - 2021
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3478
AB  - This paper involves the analytical and numerical calculations of the the largest pre-stressed concrete free-standing structure in the world - the Dome of the "Hall 1 of the Belgrade Fair", designed by a well-known Serbian scientist and engineer Branko Zezelj, one of the founders of the Institute for testing of materials IMS in Belgrade, conveniently positioned just across the street, best known for coming up with a concrete pre-stressing system, which is still widely used today. As a part of this research, this large and unique structure will be analyzed from point of view of structural integrity, including numerical simulation of crack growth in one of its support columns. Presented analyses also include the calculation of forces and moments in the structure as a whole, while also taking into account foundation displacements in the columns.
PB  - Pergamon-Elsevier Science Ltd, Oxford
T2  - Engineering Failure Analysis
T1  - Numerical simulation of "Hall 1 of the Belgrade Fair"
VL  - 127
DO  - 10.1016/j.engfailanal.2021.105570
ER  - 

@article{
author = "Jelić, Mirjana and Sedmak, Aleksandar and Sedmak, Simon and Folić, Boris and Folić, Radomir",
year = "2021",
abstract = "This paper involves the analytical and numerical calculations of the the largest pre-stressed concrete free-standing structure in the world - the Dome of the "Hall 1 of the Belgrade Fair", designed by a well-known Serbian scientist and engineer Branko Zezelj, one of the founders of the Institute for testing of materials IMS in Belgrade, conveniently positioned just across the street, best known for coming up with a concrete pre-stressing system, which is still widely used today. As a part of this research, this large and unique structure will be analyzed from point of view of structural integrity, including numerical simulation of crack growth in one of its support columns. Presented analyses also include the calculation of forces and moments in the structure as a whole, while also taking into account foundation displacements in the columns.",
publisher = "Pergamon-Elsevier Science Ltd, Oxford",
journal = "Engineering Failure Analysis",
title = "Numerical simulation of "Hall 1 of the Belgrade Fair"",
volume = "127",
doi = "10.1016/j.engfailanal.2021.105570"
}

Jelić, M., Sedmak, A., Sedmak, S., Folić, B.,& Folić, R.. (2021). Numerical simulation of "Hall 1 of the Belgrade Fair". in Engineering Failure Analysis
Pergamon-Elsevier Science Ltd, Oxford., 127.
https://doi.org/10.1016/j.engfailanal.2021.105570

Jelić M, Sedmak A, Sedmak S, Folić B, Folić R. Numerical simulation of "Hall 1 of the Belgrade Fair". in Engineering Failure Analysis. 2021;127.
doi:10.1016/j.engfailanal.2021.105570 .

Jelić, Mirjana, Sedmak, Aleksandar, Sedmak, Simon, Folić, Boris, Folić, Radomir, "Numerical simulation of "Hall 1 of the Belgrade Fair"" in Engineering Failure Analysis, 127 (2021),
https://doi.org/10.1016/j.engfailanal.2021.105570 . .

TY  - CONF
AU  - Jelić, Mirjana
AU  - Sedmak, Aleksandar
PY  - 2020
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3308
AB  - The aim of the paper is to present the largest pre-stressed concrete free-standing structure in the world the Dome of the "Hall 1 of the Belgrade Fair", designed by Academician Branko ZeZelj, prominent Serbian scientist, inventor and structural engineer, one of the founders of the Institute for testing of materials IMS in Belgrade, conveniently positioned just across the street. Built in capital of Serbia in period 1955-1957, the Dome of "Hall 1 of the Belgrade Fair" reaches 106 meters, and was the largest dome in world for eight years, until 1965. The building is still the largest dome in Europe and remains the world's largest pre-stressed concrete dome. In this paper this large and unique construction is analyzed from point of view of structural integrity.
PB  - Elsevier, Amsterdam
C3  - Procedia Structural Integrity - 1st Virtual European Conference on Fracture - Vecf1
T1  - The largest pre-stressed concrete Dome in the world - the case study of "Hall 1 of the Belgrade Fair"
EP  - 1838
SP  - 1833
VL  - 28
DO  - 10.1016/j.prostr.2020.11.006
ER  - 

@conference{
author = "Jelić, Mirjana and Sedmak, Aleksandar",
year = "2020",
abstract = "The aim of the paper is to present the largest pre-stressed concrete free-standing structure in the world the Dome of the "Hall 1 of the Belgrade Fair", designed by Academician Branko ZeZelj, prominent Serbian scientist, inventor and structural engineer, one of the founders of the Institute for testing of materials IMS in Belgrade, conveniently positioned just across the street. Built in capital of Serbia in period 1955-1957, the Dome of "Hall 1 of the Belgrade Fair" reaches 106 meters, and was the largest dome in world for eight years, until 1965. The building is still the largest dome in Europe and remains the world's largest pre-stressed concrete dome. In this paper this large and unique construction is analyzed from point of view of structural integrity.",
publisher = "Elsevier, Amsterdam",
journal = "Procedia Structural Integrity - 1st Virtual European Conference on Fracture - Vecf1",
title = "The largest pre-stressed concrete Dome in the world - the case study of "Hall 1 of the Belgrade Fair"",
pages = "1838-1833",
volume = "28",
doi = "10.1016/j.prostr.2020.11.006"
}

Jelić, M.,& Sedmak, A.. (2020). The largest pre-stressed concrete Dome in the world - the case study of "Hall 1 of the Belgrade Fair". in Procedia Structural Integrity - 1st Virtual European Conference on Fracture - Vecf1
Elsevier, Amsterdam., 28, 1833-1838.
https://doi.org/10.1016/j.prostr.2020.11.006

Jelić M, Sedmak A. The largest pre-stressed concrete Dome in the world - the case study of "Hall 1 of the Belgrade Fair". in Procedia Structural Integrity - 1st Virtual European Conference on Fracture - Vecf1. 2020;28:1833-1838.
doi:10.1016/j.prostr.2020.11.006 .

Jelić, Mirjana, Sedmak, Aleksandar, "The largest pre-stressed concrete Dome in the world - the case study of "Hall 1 of the Belgrade Fair"" in Procedia Structural Integrity - 1st Virtual European Conference on Fracture - Vecf1, 28 (2020):1833-1838,
https://doi.org/10.1016/j.prostr.2020.11.006 . .