Flexural-torsional buckling behaviour and resistances of fixed-ended press-braked S690 high strength steel angle section columns
The flexural-torsional buckling behaviour and resistances of fixed-ended press-braked S690 high strength steel angle section columns have been studied based on testing and numerical modelling, and reported in this paper. A testing programme, employing four different equal-leg angle section sizes, wa...
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Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
2022
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Subjects: | |
Online Access: | https://hdl.handle.net/10356/154764 |
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Institution: | Nanyang Technological University |
Language: | English |