Structural behaviour and design of press-braked S690 high strength steel angle section long columns

Structural behaviour and design of press-braked S690 high strength steel angle section long columns

A testing and numerical modelling programme has been conducted to investigate the flexural buckling behaviour and resistance of press-braked S690 high strength steel angle section long columns. The testing programme adopted two press-braked S690 high strength steel equal-leg angle sections and inclu...

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Bibliographic Details
Main Authors: Zhang, Lulu, Zhong, Yukai, Zhao, Ou
Other Authors: School of Civil and Environmental Engineering
Format: Journal Article
Language:English
Published: 2023
Subjects:
Engineering::Civil engineering
Design Codes
Flexural Buckling
Online Access:https://hdl.handle.net/10356/170367

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