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工程结构时变失效概率分析
引用本文:索清辉,钱永久,段敬民.工程结构时变失效概率分析[J].中国铁道科学,2005,26(2):69-72.
作者姓名:索清辉  钱永久  段敬民
作者单位:西南交通大学,土木工程学院,四川,成都,610031
基金项目:教育部高等学校优秀青年教师教学科研奖励计划资助项目(A0110719950102)
摘    要:用泊松脉冲随机过程模拟机车车辆荷载,考虑抗力随时间的变化,给出工程结构时变失效概率的计算公式。定性分析抗力衰减函数、荷载平均发生率和结构服役时间对失效概率的影响。结果表明,在其他因素确定的情况下,荷载发生频率的增大、结构服役时间的延长及抗力的衰减均会导致失效概率增加,其中抗力衰减引起结构失效概率的增加更明显。因此在服役过程中需对结构进行定期的检测维修,以确保其可靠性。

关 键 词:结构  时变失效  可靠度  失效概率
文章编号:1001-4632(2005)02-0069-04
修稿时间:2004年3月8日

Time-dependent Failure Probability Analysis of Engineering Structure
SUO Qing-hui,QIAN Yong-jiu,DUAN Jing-min.Time-dependent Failure Probability Analysis of Engineering Structure[J].China Railway Science,2005,26(2):69-72.
Authors:SUO Qing-hui  QIAN Yong-jiu  DUAN Jing-min
Abstract:The formula for calculating failure probability of engineering structure is given, with loading of locomotive vehicle modeled as Poisson impulse process and time-dependent variety of resistance considered. The influences on failure probability by resistance degradation function, average occurrence rate of loading and service time are analyzed qualitatively. The conclusions show that with other factors unchanged, the failure probability increases with the following factors: the average occurrence rate of loading increasing, the service time extending and the degradation of resistance. Resistance degradation is the most important factor. As a result, periodic survey and maintenance must be adopted to ensure the reliability.
Keywords:Structure  Time-dependent failure  Reliability  Failure probability
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