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碳纤维布加固混凝土梁界面剪应力理论研究
引用本文:刘彩虹. 碳纤维布加固混凝土梁界面剪应力理论研究[J]. 山西建筑, 2006, 32(1): 72-73
作者姓名:刘彩虹
作者单位:北京交通大学土建学院
摘    要:借助材料力学、弹性力学以及高等数学的相关理论,对碳纤维布加固有初始裂缝混凝土梁在对称集中荷载作用下的界面剪应力进行了公式推导,并结合一算例与有限元分析结果进行对比。

关 键 词:碳纤维布  加固  混凝土梁  界面剪应力  裂缝
文章编号:1009-6825(2006)01-0072-02
收稿时间:2005-09-15
修稿时间:2005-09-15

Theoretic research on the interface shearing stress of CFRP strengthing concrete beam with initial cracks
LIU Cai-hong. Theoretic research on the interface shearing stress of CFRP strengthing concrete beam with initial cracks[J]. Shanxi Architecture, 2006, 32(1): 72-73
Authors:LIU Cai-hong
Affiliation:LIU Cai-hong
Abstract:This paper has presented the whole process for the formula of the interface shearing stress in virtue of mathematics and mechanics of elasticity as well as material strength. The theoretic result is discussed and compared with that of finite element analysis and some significant conclusions have been acquired.
Keywords:carbon fiber cloth   strengthing   concrete beam   interface shearing stress   cracks
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