新型金属管混凝土短柱轴压性能试验研究  

Experimental study on the axial compression performance of a new type of metal tube concrete short column

作　　者：石岩 张纪刚[2,3] 王涛 刘康利[2,3] 刘菲菲 SHI Yan;ZHANG Jigang;WANG Tao;LIU Kangli;LIU Feifei(College of Civil Engineering,Fujian University of Technology,Fuzhou 350118,China;College of Civil Engineering,Qingdao University of Technology,Qingdao 266033,China;Qingdao University of Technology Blue Economic Zone Project Construction and Security Collaborative Innovation Center,Qingdao 266033,China)

机构地区：[1]福建工程学院土木工程学院,福州350118 [2]青岛理工大学土木工程学院,青岛266033 [3]青岛理工大学蓝色经济区工程建设与安全协同创新中心,青岛266033

出　　处：《建筑结构》2022年第3期110-115,共6页Building Structure

基　　金：福建省教育厅项目(JAT170381);国家自然科学基金(51678321);国家自然科学基金重点国际合作项目(51420105015);973项目(2015CB655100)。

摘　　要：为研究铝合金、不锈钢新型金属管及其混凝土短柱的力学性能,对4种材料不同的短柱试件进行轴压试验,总结并分析了新型金属管及其混凝土短柱的破坏过程和受力特征。试验结果表明,新型金属管具有较高的承载力和良好的延性,而且不锈钢管混凝土短柱有较高的承载力以及较好的塑性性能。利用有限元软件ABAQUS对新型金属管混凝土短柱进行有限元模拟分析,有限元模拟分析与试验得到的试件承载力、延性曲线结果吻合较好,验证了有限元模拟分析的准确性。In order to study the mechanical properties of aluminum alloy and stainless steel new type of metal tubes and their concrete short columns, axial compression tests were carried out on specimens of four short columns with different materials, and the failure process and stress characteristics of the new type of metal tubes and their concrete short columns were summarized and analyzed. The test results show that the new type of metal tubes has higher bearing capacity and good ductility, and the stainless steel tube concrete short column has higher bearing capacity and better plastic properties. The finite element software ABAQUS was used to perform finite element simulation analysis on the new type of metal tube concrete short column. The finite element simulation analysis was in good agreement with the test specimen bearing capacity and ductility curve results, which verified the accuracy of the finite element simulation analysis.

关 键 词：铝合金 不锈钢 新型金属管 混凝土短柱 轴压试验 有限元模拟分析 

分 类 号：TU398[建筑科学—结构工程]