钢箱-混凝土组合梁力学性能分析与试验研究

英文篇名：Analysis and research on mechanical behaviors of concrete-partial-filled steel box beam
中文刊名：哈尔滨商业大学学报(自然科学版)
英文刊名：Journal of Harbin University of Commerce(Natural Sciences Edition)
作者：莫时旭 ; 钟新谷 ; 郑艳 ; 沈明燕
英文作者：MO Shi-xu1 ; 2 ; ZHONG Xin-gu 2 ; ZHENG Yan 2 ; SHEN Ming-yan 2 (1.Southwest Jiaotong University ; Chengdu 610000 ; China ; 2.Hunan University of Science and Technology ; Xiangtan 411201 ; China)
中文关键词：组合梁 ; 钢箱-混凝土 ; 荷载-位移 ; 极限承载能力
英文关键词：composite beam ; concrete-partial-filled steel box ; load-displacement ; ultimate strength
出版日期：2007-12-15
机构：西南交通大学土木工程学院,湖南科技大学土木工程学院,湖南科技大学土木工程学院,湖南科技大学土木工程学院成都610000,湖南科技大学土木工程学院,湖南湘潭411201,湖南湘潭411201,湖南湘潭411201,湖南湘潭411201
年：2007
期：06
出版单位：哈尔滨商业大学学报(自然科学版)

摘要

通过对4个钢箱-混凝土组合梁和两个空钢箱梁的抗弯承载能力试验研究,考察了钢箱-混凝土组合梁的力学性能.试验结果表明,钢箱-混凝土组合梁具有较高的承载能力、刚度以及良好的延性.用数值积分方法,考虑材料非线性,对钢箱-混凝土组合梁受力全过程的行为进行了理论分析,分析结果与试验结果基本相符.提出了梁抗弯承载能力计算公式,计算结果与试验结果吻合良好.
Four concrete-filled steel box beams and two steel box beams are tested to investigate the behavior of concrete-filled steel box beam.The results show that concrete-filled steel box beam possess high loading capacity and rigidity and good ductility.Considering the nonlinear of materials,a numerical method is applied to the analysis of the full-range loading behavior of concrete-filled steel box beam.The results of theoretic analysis agree with those of the tests basically.The calculated formula of loading capacity of concrete-filled steel box beam is proposed.The calculated results agree well with the results of the tests.

引文

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