Finite element calculation of redesigned welded joint at support for frame stage‐like structure
Апстракт
A numerical analysis of welded connection between two steel structures is performed with the usage of the finite element approach. A frame stage‐like structure is placed between the main horizontal girders of the structure of the hall. A visual inspection of the frame revealed numerous irregularities of welds which brought demand for redesign and overall check. The emphasis in this paper is comparative calculation of initial and redesigned welded end‐joints, without imposing the optimal technical solution. It is used modern and particular finite element software for calculation of welded joints. The values of stresses in the welded joint as well in plates and members are lower than the permitted values for both models. However, the influence on the main structure is reduced with redesigned technical solution. The level of stresses is lower along with reduction of rotational stiffness of the joint. This can be considered as a relief to the main girders of the hall structure and should b...e a cost and a goal for supporting any additional structure.
Кључне речи:
visual inspection / FEA / welded joint / stresses / stiffnessИзвор:
16th International Conference on Accomplishments in Mechanical and Industrial Engineering - DEMI 2023, 2023, 511-516Издавач:
- University of Banja Luka Faculty of Mechanical Engineering
Финансирање / пројекти:
- Министарство науке, технолошког развоја и иновација Републике Србије, институционално финансирање - 200105 (Универзитет у Београду, Машински факултет) (RS-MESTD-inst-2020-200105)
Колекције
Институција/група
Mašinski fakultetTY - CONF AU - Arsić, Aleksandra AU - Flajs, Željko AU - Gašić, Vlada AU - Zrnić, Nenad PY - 2023 UR - https://machinery.mas.bg.ac.rs/handle/123456789/7288 AB - A numerical analysis of welded connection between two steel structures is performed with the usage of the finite element approach. A frame stage‐like structure is placed between the main horizontal girders of the structure of the hall. A visual inspection of the frame revealed numerous irregularities of welds which brought demand for redesign and overall check. The emphasis in this paper is comparative calculation of initial and redesigned welded end‐joints, without imposing the optimal technical solution. It is used modern and particular finite element software for calculation of welded joints. The values of stresses in the welded joint as well in plates and members are lower than the permitted values for both models. However, the influence on the main structure is reduced with redesigned technical solution. The level of stresses is lower along with reduction of rotational stiffness of the joint. This can be considered as a relief to the main girders of the hall structure and should be a cost and a goal for supporting any additional structure. PB - University of Banja Luka Faculty of Mechanical Engineering C3 - 16th International Conference on Accomplishments in Mechanical and Industrial Engineering - DEMI 2023 T1 - Finite element calculation of redesigned welded joint at support for frame stage‐like structure EP - 516 SP - 511 UR - https://hdl.handle.net/21.15107/rcub_machinery_7288 ER -
@conference{ author = "Arsić, Aleksandra and Flajs, Željko and Gašić, Vlada and Zrnić, Nenad", year = "2023", abstract = "A numerical analysis of welded connection between two steel structures is performed with the usage of the finite element approach. A frame stage‐like structure is placed between the main horizontal girders of the structure of the hall. A visual inspection of the frame revealed numerous irregularities of welds which brought demand for redesign and overall check. The emphasis in this paper is comparative calculation of initial and redesigned welded end‐joints, without imposing the optimal technical solution. It is used modern and particular finite element software for calculation of welded joints. The values of stresses in the welded joint as well in plates and members are lower than the permitted values for both models. However, the influence on the main structure is reduced with redesigned technical solution. The level of stresses is lower along with reduction of rotational stiffness of the joint. This can be considered as a relief to the main girders of the hall structure and should be a cost and a goal for supporting any additional structure.", publisher = "University of Banja Luka Faculty of Mechanical Engineering", journal = "16th International Conference on Accomplishments in Mechanical and Industrial Engineering - DEMI 2023", title = "Finite element calculation of redesigned welded joint at support for frame stage‐like structure", pages = "516-511", url = "https://hdl.handle.net/21.15107/rcub_machinery_7288" }
Arsić, A., Flajs, Ž., Gašić, V.,& Zrnić, N.. (2023). Finite element calculation of redesigned welded joint at support for frame stage‐like structure. in 16th International Conference on Accomplishments in Mechanical and Industrial Engineering - DEMI 2023 University of Banja Luka Faculty of Mechanical Engineering., 511-516. https://hdl.handle.net/21.15107/rcub_machinery_7288
Arsić A, Flajs Ž, Gašić V, Zrnić N. Finite element calculation of redesigned welded joint at support for frame stage‐like structure. in 16th International Conference on Accomplishments in Mechanical and Industrial Engineering - DEMI 2023. 2023;:511-516. https://hdl.handle.net/21.15107/rcub_machinery_7288 .
Arsić, Aleksandra, Flajs, Željko, Gašić, Vlada, Zrnić, Nenad, "Finite element calculation of redesigned welded joint at support for frame stage‐like structure" in 16th International Conference on Accomplishments in Mechanical and Industrial Engineering - DEMI 2023 (2023):511-516, https://hdl.handle.net/21.15107/rcub_machinery_7288 .