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圆钢管混凝土受压曲杆的力学性能研究
引用本文:郑莲琼,陶忠,韩林海. 圆钢管混凝土受压曲杆的力学性能研究[J]. 工业建筑, 2006, 36(11): 23-26,41
作者姓名:郑莲琼  陶忠  韩林海
作者单位:福州大学,土木工程学院,福州,350002;清华大学,土木工程系,北京,100084
基金项目:国家自然科学基金 , 福建省引进高层次人才科研启动项目
摘    要:利用有限元分析软件ABAQUS对圆钢管混凝土曲杆受压时的荷载-变形全过程曲线进行模拟,模拟结果与试验结果吻合良好。在此基础上,通过计算分析,对钢管混凝土曲杆与曲线形空钢管破坏形态的差别进行比较,最后对有关钢管混凝土曲杆的力学性能进行分析。

关 键 词:钢管混凝土曲杆  受压  初弯曲  长细比  有限元分析
收稿时间:2006-07-17
修稿时间:2006-07-17

BEHAVIOR OF CURVED CONCRETE-FILLED CIRCULAR STEEL TUBULAR STRUTS UNDER COMPRESSION
Zheng Lianqiong,Tao Zhong,Han Linhai. BEHAVIOR OF CURVED CONCRETE-FILLED CIRCULAR STEEL TUBULAR STRUTS UNDER COMPRESSION[J]. Industrial Construction, 2006, 36(11): 23-26,41
Authors:Zheng Lianqiong  Tao Zhong  Han Linhai
Affiliation:1.College of Civil Engineering, Fuzhou University Fuzhou 350002; 2.Department of Civil Engineering, Tsinghua University Beijing 100054
Abstract:It is attempted to study the compressive behavior of curved concrete-filled circular steel tubular struts. Nonlinear finite element analysis software --ABAQUS is used for the analysis of load versus deformation relations of the strut members. The calculated results show generally good agreement with the test results. The failure mode of curved concretefilled steel tubular struts is compared with that of empty curved steel tubes. The behavior of the curved composite members are analyzed and discussed.
Keywords:curved concrete-filled steel tubular strut compression initial deflection slenderness ratio finite element analysis(FEA)
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