摘要
通过利用大型通用软件ANSYS,对钢筋混凝土(RC)试件梁的碳纤维布粘贴方案的抗弯性能进行了非线性有限元分析。对卸载或不卸载时预应力碳纤维布加固梁进行仿真分析,提出了利用单元生与死实现不卸载时加固的方法,以及使用升温法施加预应力。使用ANSYS分析的结果与实验分析结果吻合较好,从而此方法可在一定程度上有效代替试验分析方法。
A finite element method is used to analyse the anti-bending function of the beams using ANSYS program when they are uninstalled or when they are not uninstalled.In finite element analysis,the methods have been put forward that bring prestress to bear on CFRP sheets(the method of the rise in temperature)and that strengthen when it is not uninstalled by birth and death of elements.It's shown that the result of finite element analysis by ANSYS has a close agreement with the experimental result.So,finite element analysis method is feasible and available in practical application.
出处
《工业建筑》
CSCD
北大核心
2007年第z1期1236-1238,1247,共4页
Industrial Construction
基金
河北省教育厅基金资助项目(Z2006449)
作者简介
刘建明 男 1964年3月出生 副教授
