Behaviour of hollow curved steel struts subjected to compressive load
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference7 articles.
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2. Strength of cold-formed cylindrical steel plates;Pascoe;J. Strain Anal.,1971
3. Effects of cold-straining on structural steels;Chajes;J. Struct. Div.,1963
4. Bonwkamp JG. Buckling and post-buckling strength of circular tubular sections. Proceedings of 7th Annual Offshore Technology Conference, Houston (Texas), 1975:495–9.
5. Schmidt LC, Lu JP, Morgan PR. The influence on steel tubular strut load capacity of strain hardening, strain aging and the Bauschinger Effect. J Construct Steel Res 1989;XX:107–9.
Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Ultimate Load Capacity and Behavior of Thin-Walled Curved-Steel Square Struts, Subjected to Compressive Load;CIV ENG INFRASTRUCT;2016
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