摘要
对4根GFRP管-混凝土-钢管组合柱(DSTC)进行偏压实验,且对20个模拟试件进行有限元分析.通过分析不同长径比对偏心受压组合柱力学性能的影响规律结果表明:组合柱在相同偏心荷载作用下,随着长径比的增加,试件极限承载力逐渐减小,极限位移逐渐增大.
Experimental study was carried under eccentric compression of 4 GFRP-Concrete-Steel double skin tubular columns（DSTC）and 20 simulated specimens of finite element were analyzed.The results show that under the same eccentric load,the ultimate bearing capacity decreases and the ultimate displacement increases gradually with the increase of length-diameter ratio.
出处
《徐州工程学院学报（自然科学版）》
CAS
2018年第1期27-32,共6页
Journal of Xuzhou Institute of Technology(Natural Sciences Edition)
基金
国家自然科学基金项目(51308028)
黑龙江省教育厅科学技术项目(12543023)
关键词
长径比
DSTC
偏压
力学性能
length-diameter ratio
DSTC
eccentric compression
mechanical properties
