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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:04 27 2005 12:00AM
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
Institution: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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