摘要
对3根含不同配箍率的圆截面钢筋混凝土柔性柱的极限承载力进行了试验研究,并采用ANSYS10.0中的SOLID65和LINK8单元模拟3个圆截面钢筋混凝土柱,得到3根柱的荷载-位移曲线。经分析比较,有限元模拟的极限承载力与试验值吻合较好。
In order to study the ultimate strength of reinforced concrete flexible pier with round section, the test of three reinforced concrete flexible piers with different hoop reinforcement ratio is carried out. SOLID65 and LINK8 element type in the software of ANSYS10.0 are used to simulate the former three specimens subjected to the horizontal monotonic load and three load-displacement curves are obtained. By analysis and comparison, the ultimate load acquired from the finite element analysis agrees well the result of the experimental research.
出处
《苏州科技学院学报（工程技术版）》
CAS
2007年第3期15-19,共5页
Journal of Suzhou University of Science and Technology （Engineering and Technology）
关键词
圆截面柱
柔性柱
极限承载力
有限元分析
reinforced concrete pier with round section
flexible pier
ultimate strength
finite element analysis
