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外贴预应力FRP片材加固混凝土梁抗弯承载力计算
引用本文:王兴国,周朝阳.外贴预应力FRP片材加固混凝土梁抗弯承载力计算[J].哈尔滨工业大学学报,2006,38(8):1359-1361,1365.
作者姓名:王兴国  周朝阳
作者单位:中南大学,土木建筑学院,长沙,410075
摘    要:基于已有的试验结果,根据不同情况下的破坏型态,推导了外贴预应力FRP片材的RC梁截面受弯承载力公式,其计算结果与试验值吻合较好.在此基础上,就外贴预应力FRP片材抗弯加固设计方法进行了初步的探讨.

关 键 词:加固  预应力  FRP  混凝土梁  受弯承载力
文章编号:0367-6234(2006)08-1359-03
收稿时间:2004-08-21
修稿时间:2004-08-21

Calculation of flexural strength of RC beams strengthened with bonded prestressed FRP laminates
WANG Xing-guo,ZHOU Chao-yang.Calculation of flexural strength of RC beams strengthened with bonded prestressed FRP laminates[J].Journal of Harbin Institute of Technology,2006,38(8):1359-1361,1365.
Authors:WANG Xing-guo  ZHOU Chao-yang
Affiliation:School of Civil and Architectural Engineering, Central South University, Changsha 410075, China
Abstract:On the basis of experimental investigations,different failure modes are given for RC beams strengthened with bonded pretensioned laminates of fiber-reinforced polymer(FRP) according to concrete strain at compression zone.The expressions are derived for calculating the ultimate strength in flexure and the predicted results are in good agreement with the measured values.Further the design procedure is put forward for enhancing flexural strength of RC members by externally bonding prestressed FRP Laminates.
Keywords:strengthening  prestressing  FRP  RC Beam  flexural strength
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