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航空发动机限寿件表面特征概率损伤容限评估 被引量:3
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作者 丁水汀 周惠敏 +2 位作者 刘俊博 张弓 李果 《航空动力学报》 EI CAS CSCD 北大核心 2021年第2期421-430,共10页
为满足航空发动机适航规章(FAR/CCAR33.70)限寿件安全性评估要求,系统总结了基于特殊材料数据库、线弹性断裂力学分析与表面特征失效概率分析的表面特征概率损伤容限评估方法。以表面孔特征为例,总结分析符合适航规章要求的孔特征概率... 为满足航空发动机适航规章(FAR/CCAR33.70)限寿件安全性评估要求,系统总结了基于特殊材料数据库、线弹性断裂力学分析与表面特征失效概率分析的表面特征概率损伤容限评估方法。以表面孔特征为例,总结分析符合适航规章要求的孔特征概率损伤容限评估流程,描述优化的孔特征评估方法,根据咨询通告AC33.70-2中带孔特征轮盘算例完成概率损伤容限评估模型的验证。结果表明:20 000循环寿命期内,不进行无损检测和在4 000及8 000循环对相互独立的90%部件进行两次无损检测的失效概率分别为2.677×10^(-4)和1.514×10^(-4),符合适航算例校准要求。基于优化评估方法计算的失效概率为3.406×10^(-4),可初步判定表面特征适航符合性。该评估方法为限寿件表面孔特征评估提供技术支持,并对其他表面特征的评估具有一定的指导意义。 展开更多
关键词 限寿件安全性 孔特征 概率损伤容限评估 初始缺陷分布 无损检测检出概率
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厦门BRT桥梁全寿命期的地震易损性分析 被引量:1
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作者 邱晓明 《福建交通科技》 2017年第6期72-75,共4页
为了研究厦门BRT桥梁在全生命周期的抗震性能,针对一座预应力钢筋混凝土桥梁,进行了寿命期内混凝土与钢筋的参数指标退化分析,选择位移延性比作为桥梁的需求参数,得到位移延性比与地震动强度之间的关系,在此基础上建立全寿命期内不同破... 为了研究厦门BRT桥梁在全生命周期的抗震性能,针对一座预应力钢筋混凝土桥梁,进行了寿命期内混凝土与钢筋的参数指标退化分析,选择位移延性比作为桥梁的需求参数,得到位移延性比与地震动强度之间的关系,在此基础上建立全寿命期内不同破坏状态下纵、横桥向概率损伤模型,并进行了概率损伤评估。结果表明,随着服役年限增大,桥梁地震损伤概率增大;桥梁更易发生沿纵桥向的破坏,在破坏过程中表现出一定的延性,达到完全破坏的概率很小,总体可以达到9度抗震设防要求。 展开更多
关键词 抗震性能 指标退化 位移延性比 概率损伤模型 概率损伤评估
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Study of methods for evaluating the probability of multiple site damage occurrences 被引量:2
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作者 ZHANG JianPing ZHANG JianYu +1 位作者 BAO Rui ZHENG XiaoLing 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2014年第1期65-73,共9页
Two methods currently available for evaluating the probability of Multiple Site Damage(MSD)occurrence were studied in this paper.One of the methods is a probabilistic analysis approach based on the statistical theory ... Two methods currently available for evaluating the probability of Multiple Site Damage(MSD)occurrence were studied in this paper.One of the methods is a probabilistic analysis approach based on the statistical theory and fatigue characteristics of each structural detail,and the other is an approach which defines the initial damage scenario by means of Monte-Carlo simulation,and multiple initial crack scenarios are randomly generated.A modified method based on the Monte-Carlo simulation was proposed in this paper,in which the random fluctuation of the stress was considered to give more accurate evaluation results.In the presented method,the probability of MSD occurrence in a structural element containing multiple details was calculated based on the Monte-Carlo simulation and the p-S-N curve of a single structural detail.Fatigue tests were accomplished using specimens containing 21-similar-details to obtain the fatigue life corresponding to MSD occurrence.Tests on single-detail specimens and static calibration tests were also conducted to get the basic fatigue properties of the material and the degree of stress fluctuation.The aforementioned three methods were compared and validated via the test results.The influence of the stress random fluctuation degree on the probability of MSD occurrence and influence of the distribution types on evaluating the MSD occurrence probability were discussed. 展开更多
关键词 Multiple Site Damage (MSD) fatigue crack initiation PROBABILITY stress fluctuation
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