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CFRP加固构件锚固端加强处理的有限元分析
引用本文:李宝来,谭果祥,田伟新. CFRP加固构件锚固端加强处理的有限元分析[J]. 山西建筑, 2009, 35(23): 83-84
作者姓名:李宝来  谭果祥  田伟新
作者单位:1. 陕西省地震局,陕西西安,710068
2. 长安大学地质工程与测绘工程学院,陕西西安,710054
3. 陕西大地地震工程勘察中心,陕西西安,710068
摘    要:以梁柱角节点为例,在梁端顶部碳纤维锚固段粘贴钢板,并向外延伸在转角处向柱旋转90°包裹混凝土,并在适当位置设置钢箍或螺栓,用有限元对其进行了分析,比较了钢板厚度,钢板有无转角,锚栓位置等情况对锚固性能的影响,并给出了一些建议。

关 键 词:混凝土  碳纤维  钢板  锚固  有限元分析

Finite element analysis on the anchor end enhancement processing of CFRP reinforcement member
LI Bao-lai,TAN Guo-xiang,TIAN Wei-xin. Finite element analysis on the anchor end enhancement processing of CFRP reinforcement member[J]. Shanxi Architecture, 2009, 35(23): 83-84
Authors:LI Bao-lai  TAN Guo-xiang  TIAN Wei-xin
Affiliation:LI Bao-lai TAN Guo-xiang TIAN Wei-xin
Abstract:Taking the beam-column angle node as example, the author pastes steel plate on the carbon fiber anchorage section of the beam-col-umn top, prolongs to outside and parcels concrete rotating 90 degree to the column on the comer, and sets steel hoop or bolt on suitable place, gets analysis based on the finite element, compares the influences of factors on anchor performance, such as the thickness of the steel plate, steel plate angle and anchor place, and provides some suggestion.
Keywords:concrete  carbon fiber  steel plate  anchor  finite element analysis
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