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均布荷载下预应力FRP布钢与混凝土组合梁变形计算
引用本文:王德选,王连广,吕月,张新颖.均布荷载下预应力FRP布钢与混凝土组合梁变形计算[J].沈阳建筑工程学院学报(自然科学版),2007,23(6):926-929.
作者姓名:王德选  王连广  吕月  张新颖
作者单位:东北大学资源与土木工程学院 辽宁沈阳110004(王德选,王连广),沈阳建筑大学土木工程学院 辽宁沈阳110168(吕月,张新颖)
基金项目:建设部科技攻关项目;辽宁省教育厅资助项目;沈阳建筑大学校科研和教改项目
摘    要:目的为提高预应力组合梁的承载力和刚度,将传统预应力技术与FRP加固技术相结合,形成预应力FRP布钢与混凝土组合梁.方法根据预应力FRP布钢与混凝土组合梁结构与受力特征,利用弹性理论,对其进行分析.结果建立其考虑交接面相对滑移和预应力FRP布内力增量影响的组合梁变形微分方程,给出均布荷载作用下的组合梁变形理论计算公式.结论计算结果证明,预应力FRP布内力增量对组合梁变形影响相对较小,从而给出了组合梁变形的简化计算公式;所建立的预应力FRP布钢与混凝土组合梁变形理论计算公式具有合理性.

关 键 词:预应力  FRP布  组合梁  变形  计算公式.
文章编号:1671-2021(2007)06-0926-04
修稿时间:2007-04-10

The Deformation Calculation Formulas of Prestressed FRP Sheets Steel-Concrete Composite Beam under Uniformly Distributed Load
WANG Dexuan,WANG Lianguang,L Yue,ZHANG Xinying.The Deformation Calculation Formulas of Prestressed FRP Sheets Steel-Concrete Composite Beam under Uniformly Distributed Load[J].Journal of Shenyang Archit Civil Eng Univ: Nat Sci,2007,23(6):926-929.
Authors:WANG Dexuan  WANG Lianguang  L Yue  ZHANG Xinying
Affiliation:1. School of Resources and Civil Engineering, Northeastern University, Shenyang China, 110004 ; 2. School of Civil Engineering, Shenyang Jianzhu University, Shenyang China, 110168
Abstract:The design characteristics of steel-concrete composite beams can be enhanced significantly by epoxy bonding fiber reinforced polymers(FRP) sheets to the critically stressed tension areas and it can exert high strength in FRP effectually,decrease the bending deformation of steel-concrete composite beams and improve the bending performance in the regular service course.According to the structure and bearing characteristics,the deformation differential equations considering the effect of interface slip and internal force increment were established based on elasticity theory.Deformation calculation formulas in different cases were presented.The test results show that the effect of prestressed FRP sheets internal force increment to composite beam deformation was much less,so it could be ignored.The reduced equation(Formulas) of deformation on prestressed FRP sheets steel-concrete composite beam were established.
Keywords:prestressing force  FRP sheets  composite beam  deformation  calculation formulas
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