摘要
采用有限元法,全过程分析了考虑长期荷载作用下时构件的应变-荷载曲线。基于有限元模型,分析了长期荷载作用下圆端形钢管混凝土柱的工作机理。结果表明:考虑长期荷载作用影响对圆端形钢管混凝土柱的内力分布、变形有较大影响,对承载力影响不大,且随着高宽比的增大,构件的峰值荷载增大,延性减小。
The finite element method was used to analyze the whole process of the strain-load curve of the member considering the long-term load.Based on the finite element model,the working mechanism of the round-end concrete-filled steel tube column under long-term load was analyzed.Research results show that the effect of long-term load has a greater impact on the internal force distribution and deformation of the round-end concrete-filled steel tube column,but has little impact on the bearing capacity,and as the aspect ratio increases,the peak load of the member increases and the ductility decreases.
作者
廖仁生
李永进
刘文华
张铮
LIAO Rensheng;LI Yongjin;LIU Wenhua;ZHANG Zheng(School of Engineering, Fujian Jiangxia University, Fuzhou 350108, China;College of Transportation and Civil Engineering, Fujian Agriculture and Forestry University, Fuzhou 350002, China;Teaching Quality Management Office, Fujian University of Technology, Fuzhou 350118, China)
出处
《福建工程学院学报》
CAS
2022年第1期48-52,共5页
Journal of Fujian University of Technology
基金
福建江夏学院科研创新团队(19KTXZ02)
福建江夏学院科研人才培育项目(JXZ2020012)。
关键词
圆端形钢管混凝土
长期荷载
轴压
力学性能
round-end concrete-filled steel tubes
long-term load
axial pressure
mechanical properties