Non-linear 3D finite element analysis of built-up cold-formed steel section beam subjected to four-point bending load
The behaviour of cold-formed steel (CFS) built-up section beams under the flexural load has become an attentive area for search, especially with associated complex failure modes, such as local, distortional, lateral-torsional, and global buckling. Previous studies in this area have primarily focused...
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| Main Authors: | , , , , |
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| Format: | Conference or Workshop Item |
| Language: | English English |
| Published: |
Elsevier Ltd
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/41809/1/Non-linear%203D%20finite%20element%20analysis_ABST.pdf http://umpir.ump.edu.my/id/eprint/41809/2/Non-linear%203D%20finite%20element.pdf http://umpir.ump.edu.my/id/eprint/41809/ https://doi.org/10.1016/j.matpr.2023.05.098 |
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