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粘贴GFRP板加固钢筋混凝土梁加固程度探讨
引用本文:卫明山,王亚明.粘贴GFRP板加固钢筋混凝土梁加固程度探讨[J].四川建筑科学研究,2006,32(4):62-64.
作者姓名:卫明山  王亚明
作者单位:1. 总参工程兵科研三所,河南,洛阳,471023
2. 焦作第三建筑工程公司,河南,焦作,454150
摘    要:研究了在钢筋混凝土构件受拉面上粘贴GFRP板材进行结构加固时的加固程度。参考钢筋混凝土理论对双筋矩形截面梁进行了正截面内力分析,得出了判别加固梁破坏形态的判别标准,并据此推导了避免超加固的最优板厚。

关 键 词:结构加固  钢筋混凝土梁  GFRP板  加固程度
文章编号:1008-1933(2006)04-0062-03
收稿时间:2005-07-27
修稿时间:2005年7月27日

The strengthened level study of RC beams reinforced by sticking GFRP sheets
WEI Ming-shan,WANG Ya-ming.The strengthened level study of RC beams reinforced by sticking GFRP sheets[J].Building Science Research of Sichuan,2006,32(4):62-64.
Authors:WEI Ming-shan  WANG Ya-ming
Affiliation:1. The Third Scientific Research Institute of the Engineering Corps of General Staff of PLA,Louyang 471023 ,China; 2. The Third Architecture Engineering Corp. of Jiaozuo,Jiaozuo 454150,China
Abstract:Studied the strengthened level of the reinforced concrete member when by plastering the GFRP sheets on its tension face. Analyzed internal force of the right section by reference to the reinforced concrete theory. Concluded the discriminating criterion of the damage shape of the strengthened beam. Deduced the optimum slab thickness to avoid over-reinforcement.
Keywords:structure strengthen  reinforced concrete beams  GFRP sheets  strengthened level
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