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马辉,邹昌明,王德法,胡广宾,董继坤.方钢管型钢再生混凝土组合短柱轴压性能非线性分析
Nonlinear analysis of axial compression behavior of recycled concrete filled square steel tube-profile steel composite short columns[J].计算力学学报,2018,35(5):627~634
方钢管型钢再生混凝土组合短柱轴压性能非线性分析
Nonlinear analysis of axial compression behavior of recycled concrete filled square steel tube-profile steel composite short columns
Nonlinear analysis of axial compression behavior of recycled concrete filled square steel tube-profile steel composite short columns
投稿时间:2017-05-04  修订日期:2017-09-20
DOI:10.7511/jslx20170504002
中文关键词:  方钢管型钢再生混凝土  短柱  轴压性能  有限元  非线性
英文关键词:recycled concrete filled square steel tube-profile steel  short columns  axial compression behavior  finite element analysis  nonlinear
基金项目:国家自然科学基金(51408485);中国博士后科学基金(2015M572584);住房和城乡建设部科学技术计划(2015-K2-011);陕西省自然科学基础研究计划(2016JQ5024);陕西省住房城乡建设科学技术计划(2015-K129);陕西省博士后科学基金(107-434016010);西安理工大学科学研究计划(2016CX028)资助项目.
作者单位E-mail
马辉 西安理工大学 土木建筑工程学院, 西安 710048 mahuiwell@163.com 
邹昌明 西安理工大学 土木建筑工程学院, 西安 710048  
王德法 西安理工大学 土木建筑工程学院, 西安 710048  
胡广宾 西安理工大学 土木建筑工程学院, 西安 710048  
董继坤 西安理工大学 土木建筑工程学院, 西安 710048  
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中文摘要:
      在方钢管型钢再生混凝土组合短柱轴心受压试验研究的基础上,选择合理的再生混凝土和钢材本构模型,结合现有结构非线性分析理论,采用Abaqus有限元软件建立该组合短柱的有限元模型,并对该短柱轴压性能进行全过程非线性分析。主要研究其破坏形态、应力分布及荷载-应变关系曲线,分析再生骨料取代率、方钢管宽厚比、型钢配钢率和再生混凝土强度对该短柱轴压性能的影响规律,并将其与试验结果进行对比,同时对短柱进行有限元参数分析。结果表明,有限元计算结果与试验结果吻合较好,该有限元模型能较好地模拟方钢管型钢再生混凝土组合短柱轴压性能;组合柱轴向承载力随再生骨料取代率的增加而有所降低,而随方钢管宽厚比、型钢配钢率和再生混凝土强度的增加而增加。总体上看,该组合短柱承载力高,变形能力较好,研究结论可为方钢管型钢再生混凝土组合柱的工程应用提供一定参考。
英文摘要:
      Based on the experimental study of axial compression of recycled concrete filled square steel tube-profile steel short columns,the finite element model in Abaqus is established by combining the existing nonlinear analysis theory with selecting reasonable constitutive relation of recycled concrete and steel.The nonlinear analysis of the axial compression performance of composite short columns is carried out and the failure modes,stress distribution and load-strain relationship is mainly studied.Meanwhile,the influences of recycled aggregate replacement rate,width thickness ratio of square steel tube,steel ratio and strength of recycled concrete on the axial compression behavior of short columns are also been analyzed.The finite element results are in good agreement with the experimental results and the finite element model can well simulate the axial compression performance of recycled concrete filled square steel tube-profile steel short columns;The axial bearing capacity of composite columns decreases with the increase of recycled aggregate replacement rate.However,the width thickness ratio of square steel tube,steel ratio and strength of recycled concrete are all beneficial to improve the bearing capacity of composite columns.In general,the composite short columns have high bearing capacity and good deformation ability.The conclusions can provide some references for the engineering application of recycled concrete filled square steel tube-profile steel composite columns.
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