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粘贴碳纤维布砖砌体墙在低周反复荷载作用下的有限元分析
引用本文:左宏亮,孙赟峰,朱琳琳.粘贴碳纤维布砖砌体墙在低周反复荷载作用下的有限元分析[J].沈阳建筑工程学院学报(自然科学版),2010,26(2).
作者姓名:左宏亮  孙赟峰  朱琳琳
作者单位:东北林业大学土木工程学院,黑龙江,哈尔滨,150040 
基金项目:国家科技支撑计划项目 
摘    要:目的 研究碳纤维布加固砖砌体墙的抗震受力性能及不同的碳纤维布粘贴方式对砖砌体墙抗剪承载能力的影响,提出纵横粘贴碳纤维布和四面围束粘贴碳纤维布的方法.方法 对比交叉粘贴碳纤维布和横向粘贴碳纤维布,采用有限元分析软件ANSYS,模拟各种不同的碳纤维布粘贴方式,并对墙体和碳纤维布分别进行应力分析,对各种碳纤维布粘贴方式的抗剪承载力进行计算和比较.结果 交叉粘贴碳纤维布的墙体抗剪承载力较未加固墙体提高了5.6%,横向及纵横向粘贴碳纤维布加固墙体的抗剪承载力分别提高了11.4%~20.4%.四面围束粘贴碳纤维布加固墙体的抗剪承载力提高了20.3%.结论 在砖砌体墙表面粘贴的碳纤维布能够提高墙体的抗剪承载力,增加墙体的整体性,改善墙体抗震受力性能;纵向粘贴碳纤维布能够有效控制横向碳纤维布的剥离.

关 键 词:碳纤维布  加固  砖砌体结构  有限元分析

Finite Element Analyses of Strengthening Brick Masonry Wall under Low-Frequency Reciprocating Load with CFRP
ZUO Hongliang,SUN Yunfeng,ZHU Linlin.Finite Element Analyses of Strengthening Brick Masonry Wall under Low-Frequency Reciprocating Load with CFRP[J].Journal of Shenyang Archit Civil Eng Univ: Nat Sci,2010,26(2).
Authors:ZUO Hongliang  SUN Yunfeng  ZHU Linlin
Affiliation:ZUO Hongliang,SUN Yunfeng,ZHU Linlin(College of Civil Engineering,Northeast Forestry University,Harbin China,150040)
Abstract:To research on the aseismic property of strengthening masonry wall with CFRP and the influence of different strengthening methods to the shearing resistance capacity,this paper proposes the methods of pasted CFRP in vertical and horizontal,as well as in encircled.The research will be compared with method of pasting CFRP in cross and horizon,by applying finite element analysis software ANSYS,simultaneously,various strengthening methods are simulated,stress analyses on brick masonry and CFRP are carried out,s...
Keywords:CFRP  strengthen  brick masonry structure  finite element analysis  
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