摘要
首先介绍了钢桥疲劳剩余寿命评估的常规方法及其缺陷,这种缺陷可以由可靠度方法弥补。随后推导出在材料疲劳曲线已知、疲劳曲线的概率分布已知以及给定疲劳曲线可靠度等3种可能条件下相应的计算结构疲劳损伤度概率的公式。最后结合实例,将概率方法与常规方法的评估结果进行了比较。
The common method for evaluating the remaining fatigue life of steel bridges and limitations of the method are presented. The limitations of the method, however, can be improved by the reliabilitybased method. The corresponding expressions for calculating the structure fatigue damage probability are derived under three kinds of possible conditions that the material fatigue curves, the probability distribution of fatigue curves and the reliability of fatigue curves are given. Finally, the evaluation results yielding from both the common method and probability method are compared through a case study.
出处
《桥梁建设》
EI
CSCD
北大核心
2003年第4期1-3,10,共4页
Bridge Construction
关键词
钢桥
损伤
疲劳
评估
可靠度
概率分布
steel bridge
damage
fatigue
evaluation
reliability
probability distribution
