Experimental study of slender LCFST columns connected by steel linking plates
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- 作者：Minyang Xua ; Ting Zhoua ; c ; tdjgtingzhou@163.com" class="auth_mail" title="E-mail the corresponding author ; Zhihua Chena ; b ; Yanbo Lia ; Luke Bisbyd
- 关键词：L-shaped composite columns ; Experimental investigation ; Concrete-filled steel tubes ; Steel linking plates ; Axial compression ; Eccentric compression
- 刊名：Journal of Constructional Steel Research
- 出版年：2016
- 出版时间：December 2016
- 年：2016
- 卷：127
- 期：Complete
- 页码：231-241
- 全文大小：2284 K
文摘
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Specimens with larger slenderness ratios or eccentricities have smaller ultimate loads.
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Ultimate loads of specimens rise with thickness of steel linking plates increased.
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Directions of principal strains in steel linking plates are almost horizontal and vertical.
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Predictive formulas are reasonable for designing the specimens.