文献类型：期刊文献

中文题名：CFRP加固砌体结构受力性能的有限元分析探讨

英文题名：Finite Element Analysis on Mechanical Behavior of Masonry Structure Strengthed by CFRP

作者：原胜利[1]

第一作者：原胜利

机构：[1]新乡学院土木工程与建筑系

第一机构：新乡学院土木工程与建筑学院

年份：2013

期号：5

起止页码：116-118

中文期刊名：特种结构

外文期刊名：Special Structures

收录：CSTPCD

语种：中文

中文关键词：碳纤维布;砌体结构;加固;有限元分析

外文关键词：CFRP Masonry Structure Strengthenning Finite element analysis

摘要：利用有限元软件ANSYS,对碳纤维布(简写为CFRP)加固砌体结构墙体进行模拟分析,得出CFRP加固砌体墙体提高的极限荷载值。同时与试验数据和计算分析对比,从这三个方面验证砌体结构的墙体在不同加固的情况下,墙体极限荷载提高的程度。对CFRP加固砌体结构在实际工程中应用有指导意义。
Using the finite element analysis, masonry walls strengthed by CFRP were simulated and analyzed, and the limit load of masonry walls Strengthed by CFRP can be calculated. At the same time, through the comparison of the calculative data and the experimental ones, it is proved that in the different situations, the limit load of masonry walls can be improved.Application of masonry structure in practical engineering of CFRP reinforcement has great guiding significance.