首页|期刊导航|西南交通大学学报（英文版）|Fatigue Damage Modeling for Partially Prestressed Concrete Beams under Repeated Loadings with Variable Amplitude
西南交通大学学报（英文版）2006，Vol.14Issue(3)：258-264,7.
Fatigue Damage Modeling for Partially Prestressed Concrete Beams under Repeated Loadings with Variable Amplitude
Fatigue Damage Modeling for Partially Prestressed Concrete Beams under Repeated Loadings with Variable Amplitude
摘要
Abstract
A full-range nonlinear analysis method for fatigue damage in prestressed concrete beams is presented. New damage accumulation models are proposed to describe the fatigue damage evolution in concrete and reinforcement respectively. Based on the stress analysis for cross section, the stress redistribution in the fatigue damage process, due to the different damage mechanisms of concrete and reinforcement, is considered. The nonlinear damage analysis is achieved by means of piecewise linearity, and it is applicable on the condition of repeated loadings with variable amplitude. Fatigue damage modeling of a beam is implemented to illustrate that the proposed method can preferably fit the experimental results.关键词
Prestressed concrete beam/Fatigue/Damage/Nonlinear analysis/Stress redistributionKey words
Prestressed concrete beam/Fatigue/Damage/Nonlinear analysis/Stress redistribution分类
交通工程引用本文复制引用
Feng Xiufeng,Song Yupu,Zhu Meichun..Fatigue Damage Modeling for Partially Prestressed Concrete Beams under Repeated Loadings with Variable Amplitude[J].西南交通大学学报（英文版）,2006,14(3):258-264,7.基金项目
Specialized Research Fund for the Doctoral Program of Higher Education (No. 2002141026) （No. 2002141026）
