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普通RC梁与预应力RC梁的损伤分析
引用本文:郭海柱,赵军.普通RC梁与预应力RC梁的损伤分析[J].工业建筑,2005,35(Z1):875-878.
作者姓名:郭海柱  赵军
作者单位:郭海柱(河南大学,土木建筑学院,开封,475001);赵军(河南大学,土木建筑学院,开封,475001)
基金项目:河南省教育厅自然科学研究项目(编号:20015600013).
摘    要:基于刚度下降提出了一种混凝土损伤指标,可直接表示为应变的函数。建立了弯矩与梁的变形、挠度、损伤等之间关系的一般公式,用数值计算方法给出了它们之间的关系曲线。对简支梁在常见荷载形式下进行全过程损伤分析,比较了普通RC梁和预应力RC梁的损伤情况,说明了本方法的可行性及其与实际现象的一致性,为设计、施工和维修加固提供有效依据。

关 键 词:损伤指标  RC梁  PRC梁  损伤评估
修稿时间:2004年12月20

ANALYSIS OF DAMAGES OF ORDINARY RC BEAMS AND PRESTRESSED RC BEAMS
Guo Haizhu Zhao Jun.ANALYSIS OF DAMAGES OF ORDINARY RC BEAMS AND PRESTRESSED RC BEAMS[J].Industrial Construction,2005,35(Z1):875-878.
Authors:Guo Haizhu Zhao Jun
Abstract:A damage index of concrete based on the stiffness decline is established,which can be directly expressed with strain.The general equations relating the bending moment with deformation,curvature and damage are set up.The corresponding curves are given by numerical method.This method is found feasible and close to reality by analyzing the whole damage process of simply supported beams under common loads.Comparison between the damage of ordinary RC beams and prestressed RC beams is conducted.Effective bases are provided for design,construction,repairing and strengthening.
Keywords:damage index RC beams PRC beams damage evaluation
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