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部分预应力砼受弯构件的延性分析
引用本文:林雨生,方德平.部分预应力砼受弯构件的延性分析[J].华侨大学学报(自然科学版),1996,17(1):28-34.
作者姓名:林雨生  方德平
作者单位:华侨大学土木工程系
摘    要:采用弯矩-曲率法,对部分预应力砼受弯构件,在张拉,加载和卸载阶段分析进行受力特性的非线性分析,并讨论了影响构件载面延性指标的主要因素,文中提出部分预应力砼受弯构件曲率延性系数的计算方法。

关 键 词:弯矩  曲率  延性  预应力混凝土  受弯构件

Analysis of the Ductility of Partially Prestressed Concrete Flexural Members
Lin Yusheng, Fang Deping.Analysis of the Ductility of Partially Prestressed Concrete Flexural Members[J].Journal of Huaqiao University(Natural Science),1996,17(1):28-34.
Authors:Lin Yusheng  Fang Deping
Abstract:By flexure moment-curvature method,a nonlinear analysis is made on force-receiving characteristic of partially prestressed concrete flexural members during the stages of jacking,loading and unloading. The authors discuss the principal factors influencing ductility index of the section of member;and put forward a method for calculating ductility coefficient of the curvature of partially prestressed concrete flexural members.
Keywords:partially prestressed concrete  bending moment  curvature  ductility
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