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高强复合纤维加固钢筋混凝土受弯构件的研究
引用本文:江文明,王军,史丽远.高强复合纤维加固钢筋混凝土受弯构件的研究[J].森林工程,2006,22(1):49-51.
作者姓名:江文明  王军  史丽远
作者单位:1. 苏州路劲苏沪机场路发展有限公司,江苏,苏州,215000
2. 江苏东南特种技术工程有限公司,南京,210018
3. 南京航空航天大学,南京,210016
基金项目:江苏省苏州市社会发展基金
摘    要:分析研究了粘贴高强复合纤维加固受弯构件的受力过程,探讨了加固后钢筋混凝土梁正截面的破坏特征、受力特点以及影响因素,并提出正截面强度计算公式。试验结果表明:钢筋的配筋率与复合纤维的粘贴量对加固效果影响较大;实施桥梁构件加固时,要考虑加固前混凝土和钢筋已存的应力应变;复合玻璃纤维能有效地抑制裂缝的开展与延伸,为今后研究提供了参考。

关 键 词:高强复合纤维  受弯构件  加固  承载能力
文章编号:1001-006X(2006)01-0049-03
收稿时间:09 21 2005 12:00AM
修稿时间:2005年9月21日

Experimental and Theoretical Studies of RC Members Strengthened with Advanced Glass-fibre Composites
Jiang Wenming,Wang Jun,Shi Liyuan.Experimental and Theoretical Studies of RC Members Strengthened with Advanced Glass-fibre Composites[J].Forest Engineering,2006,22(1):49-51.
Authors:Jiang Wenming  Wang Jun  Shi Liyuan
Institution:1. Road King Suzhou-Shanghai Airport Road Development Co, Ltd, Suzhou 215000, Jiangsu Province;2. Jiangsu Southeast Special Technology Engineering Co. Ltd, Nanjing 210018; 3. Nanjing University of Aero. and Astro., Nanjing 210016
Abstract:The behavior of flexural members strengthened with advanced glass-fibre composites was studied. By discussing the load-deformation process, flexural failure characters and the influencing factors, a method for the determination of the ultimate strength of such members was put forward, The testing results indicated that the reinforcement ratio and the affixing amount of advanced glass-fibre composites had great influence on the strengthening effects, The existing stress-strain should be considered before strengthening the flexural members. The glare-fibre composites could efficiently prohibit the cracks from extension and elongation, which will provide reference for the further research.
Keywords:advanced glass-fibre composites  flexural members  strengthening  load bearing capacity
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