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腐蚀环境下钢筋混凝土结构疲劳可靠度的分析方法
引用本文:贡金鑫,赵国藩.腐蚀环境下钢筋混凝土结构疲劳可靠度的分析方法[J].土木工程学报,2000,33(6):50-56.
作者姓名:贡金鑫  赵国藩
作者单位:大连理工大学
基金项目:国家自然科学基金(50078009)和中国博士后基金资助项目
摘    要:疲劳分析与验算是承受反复荷载作用结构设计的重要内容之一,相应的可靠度为疲劳可靠度.当结构处于腐蚀环境时,由于腐蚀介质的侵蚀,结构疲劳性能的降低要比静态性能的降低明显.本文研究了腐蚀环境下钢筋混凝土结构的疲劳可靠度问题,提出了相应的计算方法.计算表明,依赖于钢筋的锈蚀程度,钢筋混凝土结构的疲劳可靠度有不同程度的下降.

关 键 词:钢筋混凝土结构  腐蚀  疲劳  可靠度
修稿时间:1999年6月1日

FATIGUE RELIABILITY ANALYSIS FOR CORRODED REINFORCED CONCRETE STRUCTURES
Gong Jinxin,Zhao Guofan.FATIGUE RELIABILITY ANALYSIS FOR CORRODED REINFORCED CONCRETE STRUCTURES[J].China Civil Engineering Journal,2000,33(6):50-56.
Authors:Gong Jinxin  Zhao Guofan
Affiliation:Dalian University of Technology
Abstract:The characteristics of the loads and the materials have a some random appearances. The fatigue reliability analysis is used to assess the safety of a reinforced concrete structure subjected to a repeated load. The fatigue performance of the reinforced concrete structures is deteriorated severely as a result of the corrosion of the steel ha. The corrosion not only decreases an effective area of a steel bar but also causes a stress concentration. It is necessary to consider the time-dependent characteristic of a fatigue of the structures. The Poisson stochastic process theory and the Palmgren-Miner rule are adopted to describe the loads and the materials. The results show that the fatigue reliability decreases extensively with the increasing of the corrosion rate.
Keywords:reinforced concrete structures  corrosion  fatigue  reliability
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