Behaviour of stainless steel plain channel section columns
In this paper, the structural stability of cold-formed stainless steel plain channel columns under axial compression is investigated. Reliable finite element models for channel section columns are first developed and validated against experiments conducted on stainless steel lipped channel specimens...
المؤلفون الرئيسيون: | Dobrić, J, Ivanović, J, Rossi, B |
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التنسيق: | Journal article |
اللغة: | English |
منشور في: |
Elsevier
2020
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مواد مشابهة
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