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CFS/AFS加固RC梁抗弯试验研究
引用本文:郭永昌.CFS/AFS加固RC梁抗弯试验研究[J].广东工业大学学报,2006,23(3):54-57.
作者姓名:郭永昌
作者单位:广东工业大学建设学院 广东广州510006;
基金项目:广东省教育厅“千百十工程”项目(Q02094),广东省建设厅项目(200391),广东工业大学青年基金项目(042018)
摘    要:通过混杂纤维布加固补强钢筋混凝土梁的试验,研究了碳/芳纶混杂纤维布加固对钢筋混凝土梁抗弯性能的影响和作用.试验研究了加固梁初裂荷载、极限荷载、刚度变化规律.试验与有限元计算结果表明混杂加固梁受弯承载力及刚度明显提高,混杂纤维布加固是可行的、高效的.

关 键 词:钢筋混凝土梁    试验研究    混杂加固    
文章编号:1007-7162(2006)03-0054-04
收稿时间:2005-05-09
修稿时间:2005年5月9日

Experimental Study on Flexural Strength of RC Beams Strengthened with Carbon/Aramid Fiber Sheet
GUO Yong-chang.Experimental Study on Flexural Strength of RC Beams Strengthened with Carbon/Aramid Fiber Sheet[J].Journal of Guangdong University of Technology,2006,23(3):54-57.
Authors:GUO Yong-chang
Affiliation:(Faculty of Construction,Guangdong University of Technology,Guangzhou 510006,China)
Abstract:Based on the tests of RC beams strengthened with hybrid fiber sheet(HFS),the influence and effectof strengthening with carbon/aramid fiber sheet(C/AFS) on flexural strength for RC beams are analyzed.The variation of cracking and ultimate load,stiffness,etc.is studied.The experimental and numerical results calculated with finite element method show that flexural strength and stiffness of RC beam strengthened with HFS are obviously improved.Hybrid strengthening method is of feasibility and high efficiency.
Keywords:reinforced concrete beam  experimental study  hybrid strengthening
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