摘要
采用MATLAB编写的程序对HRB500级钢筋混凝土偏压柱进行非线性分析。根据数值分析结果,探讨其受力机理,揭示HRB500级钢筋与混凝土在偏压下的相互作用,并与试验结果进行了比较,符合性较好。
Nonlinear analysis of the behaviors of HRB500 reinforced eccentric loading columns is done using the large general structural analysis software MATLAB. The interaction between HRB500 steel bar and concrete is discussed based on the numerical result. The computing results are compared with test ones, between which there is a good agreement.
出处
《工业建筑》
CSCD
北大核心
2008年第9期64-66,共3页
Industrial Construction
基金
国家自然科学基金资助项目(50578148)
关键词
HRB500钢筋
偏压柱
全过程分析
HRB500 steel bar eccentric loading columns analysis of the whole process
