The continuous strength method for the design of mono-symmetric and asymmetric stainless steel cross-sections in bending
The current codified treatment of local buckling in stainless steel cross-sections is based on the traditional cross-section classification framework and a simplified elastic, perfectly-plastic material model, providing consistency with the corresponding carbon steel design rules. However, the cross...
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| Main Authors: | , |
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| 格式: | Article |
| 語言: | English |
| 出版: |
2020
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| 在線閱讀: | https://hdl.handle.net/10356/140982 |
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| 機構: | Nanyang Technological University |
| 語言: | English |