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预应力钢筋混凝土T梁上拱度计算
引用本文:龚先兵,向秋燕,宁向向.预应力钢筋混凝土T梁上拱度计算[J].铁道科学与工程学报,2011,8(1):107-112.
作者姓名:龚先兵  向秋燕  宁向向
作者单位:1. 湖南大学,土木工程学院,湖南,长沙,410082;湖南省高速公路管理局,湖南,长沙,410016
2. 湖南省高速公路管理局,湖南,长沙,410016
基金项目:湖南交通科技创新项目(200745)
摘    要:考虑预应力、恒载、混凝土收缩和徐变等因素,提出一种物理意义明确而计算精度较高的预应力T梁上拱度计算方法.计算结果与实测数据对比分析表明:计算方法能够满足工程精度要求,计算结果可为预应力混凝土T梁预拱度设计施工提供依据.

关 键 词:预应力混凝土T梁  上拱度  计算方法  徐变

A calculation method of prestressed concrete T-beam camber
GONG Xian-bing , Xiang Qiu-yan , Ning Xiang-xiang.A calculation method of prestressed concrete T-beam camber[J].Journal of Railway Science and Engineering,2011,8(1):107-112.
Authors:GONG Xian-bing  Xiang Qiu-yan  Ning Xiang-xiang
Institution:GONG Xian-bing1,2,Xiang Qiu-yan2,Ning Xiang-xiang2(1.Civil Engineering College,Hunan University,Changsha 410082,China,2.Expressway Administration Bureau of Hunan Province,Changsha 410016,China)
Abstract:Considering influences of prestress,concrete creep and shrinkages on prestressed concrete T-beam camber,a theoretical calculation method with high-precise was proposed in the paper.Compared with experimental data,the calculation method satisfied the engineering accuracy request,the results will provide reference for the designs and constructions of pre-camber of prestressed concrete beams.
Keywords:restressed benefit concrete T-beams  camber  calculation method  creep  
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