摘要
基于纤维模型有限单元柔度法,考虑粘结滑移效应,对钢筋混凝土结构承受单调荷载作用下进行非线性分析。考虑钢筋与混凝土之间的粘结滑移,计算出构件截面的转角和曲率,迭代过程中,在截面层次用该曲率对原来的截面曲率进行修正,计算出荷载—位移曲线。通过对考虑粘结滑移和不考虑粘结滑移两种情况结果的对比,以及两种结果与试验结果的对比发现:计算结果可以较好地反映钢筋和混凝土之间的粘结破坏。
The RC structure under monotonic loading was analyzed including bond-slip effects based on fiber model,flexibility method.Consideration of bond-slip between concrete and bar,the corner and curvature of the components were calculated.During the course of iterative,the curvature were used to amendment the one of section.At last,the load-displacement curves were gained.By comparison between the results considered the slippage and ones not considered the slippage,as well as comparison between results of computation and results of tests：The results could reflect the bond damage between steel and concrete.
出处
《四川建筑科学研究》
北大核心
2011年第1期16-18,54,共4页
Sichuan Building Science
基金
上海市教育委员会科研创新资助项目(09YZ173)
上海师范大学科研基金项目(SK200746)
