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外贴FRP加固钢筋混凝土梁用量显式设计方法
引用本文:管仲国,李建中. 外贴FRP加固钢筋混凝土梁用量显式设计方法[J]. 同济大学学报(自然科学版), 2006, 34(12): 1583-1586
作者姓名:管仲国  李建中
作者单位:同济大学,桥梁工程系,上海,200092
摘    要:对外贴FRP(纤维增强复合材料)加固钢筋混凝土梁抗弯极限承载力的求解问题,ACI440F规范及我国CECS146:2003规程都给出了相应的求解公式,但均为验算形式.这在面向设计,即计算给定目标承载力下的FRP用量时,并不方便.针对矩形截面形式,通过引入原构件配筋特征参数和FRP配筋特征参数,推导出量纲-形式的弯矩增量与参数之间的关系表达式,并给出显式求解FRP用量的计算方法.在此基础上,进一步通过定义截面形状系数,将这一显式求解方法推广至T形及更为一般性的截面形式.

关 键 词:钢筋混凝土梁  纤维增强复合材料  加固  显式方法
文章编号:0253-374X(2006)12-1583-04
收稿时间:2005-04-27
修稿时间:2005-04-27

Explicit Method for Calculating FRP Volume of RC Beam Strengthened with Externally Bonded FRP
GUAN Zhongguo,LI Jianzhong. Explicit Method for Calculating FRP Volume of RC Beam Strengthened with Externally Bonded FRP[J]. Journal of Tongji University(Natural Science), 2006, 34(12): 1583-1586
Authors:GUAN Zhongguo  LI Jianzhong
Affiliation:Department of Bridge Engineering, Tongji University, Shanghai 200092, China
Abstract:The checking formulae presented by ACI 440F and Chinese Specification CECS 146:2003 is not convenient for calculating fiber reinforced polymer(FRP) volume for given target capacity of reinforced concrete(RC) beams strengthened with externally bonded FRP.A non-dimensional equation of bearing-capacity increment for rectangular beam is deduced by defining steel-reinforcement characteristic value and FRP-reinforcement characteristic value,and then an explicit formula for FRP volume calculation is presented.Furthermore,the explicit formula is applied to beams with T-shaped section or even general section by using an additional section shape factor.
Keywords:reinforced concrete beam  fiber reinforced polymer(FRP)  strengthening  explicit method  
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