首页 | 本学科首页   官方微博 | 高级检索  
     

粘CFRP布钢筋混凝土柱受力性能的有限元分析
引用本文:王志刚. 粘CFRP布钢筋混凝土柱受力性能的有限元分析[J]. 山西建筑, 2007, 33(11): 82-84
作者姓名:王志刚
作者单位:扬州江海职业技术学院,江苏,扬州,225101
摘    要:对未增强构件和采用碳纤维复合材料增强构件的受弯承载力进行了有限元计算,利用有限元软件ANSYS对单向及双向地震往复荷载综合作用下加固混凝土柱的抗震性能进行了模拟,并将计算结果进行了比较,结果表明有限元建模方法的可行性,为加固工程的试验及工程施工提供了有效的理论分析方法。

关 键 词:钢筋混凝土  碳纤维复合增强材料  加固  有限元法
文章编号:1009-6825(2007)11-0082-03
修稿时间:2006-11-18

Finite element analysis of mechanical behavior of reinforced concrete column plastering CFRP sheets
WANG Zhi-gang. Finite element analysis of mechanical behavior of reinforced concrete column plastering CFRP sheets[J]. Shanxi Architecture, 2007, 33(11): 82-84
Authors:WANG Zhi-gang
Affiliation:WANG Zhi-gang
Abstract:It carries out finite element calculation on flexural capacity of the member not being strengthened and the one strengthened by carbon fiber composite materials,simulates shock resistant performance of reinforced concrete column under comprehensive actions of single and double-direction reciprocating load with finite element software ANSYS,and compares the computing results,which shows the feasibility of finite element molding method,in order to offer effective theoretical analysis method for test and construction of strengthening engineering.
Keywords:reinforced concrete  carbon fiber composite reinforced material  strengthen  finite element
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号