Experimental and numerical investigations of S960 ultra-high strength steel slender welded I-section columns failing by local–flexural interactive buckling

Experimental and numerical investigations of S960 ultra-high strength steel slender welded I-section columns failing by local–flexural interactive buckling

The present paper reports experimental and numerical investigations into the local–flexural interactive buckling behaviour and resistance of S960 ultra-high strength steel slender welded I-section columns. A testing programme was firstly conducted and included initial geometric imperfection measurem...

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Bibliographic Details
Main Authors: Su, Andi, Zhao, Ou
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
Subjects:
Engineering::Civil engineering
Design Analyses
Numerical Modelling
Online Access:https://hdl.handle.net/10356/163486
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Institution: Nanyang Technological University
Language: English

Internet

https://hdl.handle.net/10356/163486

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