复杂结构件疲劳可靠性模型与评估技术研究

胡杰鑫 1; 谢里阳 1; 尹伟 2; 白恩军 1; 吕骁 3

doi:10.7652/xjtuxb201807018

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复杂结构件疲劳可靠性模型与评估技术研究

更新时间：2025-07-09

- 复杂结构件疲劳可靠性模型与评估技术研究
- Study on Fatigue Reliability Model and Evaluation Method of Complex Structures
- 西安交通大学学报 2018年52卷第7期页码：123-129
- 作者机构：
  
  东北大学航空动力装备振动及控制教育部重点实验室,沈阳,110819
- 作者简介：
- 基金信息：
  
  : 2017-12-31。作者简介: 胡杰鑫(1990—),男,博士生;谢里阳(通信作者),男,教授,博士生导师。基金项目: 国家自然科学基金重点资助项目(U1708255);辽宁重大装备制造协同创新中心资助项目
- DOI：10.7652/xjtuxb201807018
  中图分类号： O346.1;O346.2;TB114.3
- 网络首发：2018-07-10，
  
  纸质出版：2018
- 稿件说明：
移动端阅览
胡杰鑫 1, 谢里阳 1, 尹伟 2, 等. 复杂结构件疲劳可靠性模型与评估技术研究[J]. 西安交通大学学报, 2018,52(7):123-129.

Study on Fatigue Reliability Model and Evaluation Method of Complex Structures[J]. 2018, 52(7): 123-129.
胡杰鑫 1, 谢里阳 1, 尹伟 2, 等. 复杂结构件疲劳可靠性模型与评估技术研究[J]. 西安交通大学学报, 2018,52(7):123-129. DOI： 10.7652/xjtuxb201807018.

Study on Fatigue Reliability Model and Evaluation Method of Complex Structures[J]. 2018, 52(7): 123-129. DOI： 10.7652/xjtuxb201807018.

摘要

为了评估复杂结构件在随机载荷作用下的疲劳可靠性

将含有多个疲劳细节的复杂结构件看作由多个只含有单一疲劳细节的单元构成的串联系统

在不做各个疲劳细节失效独立假设的前提下

根据疲劳可靠性异量纲干涉模型

提出了一种从系统层级上直接建立的复杂结构件疲劳可靠性模型。以某型列车枕梁为例

展示了随机载荷历程下含多个疲劳细节结构的疲劳可靠性预测方法及流程

并对其疲劳可靠性进行了分析。结果表明:在随机载荷作用下

提出的模型考虑了复杂结构件中疲劳细节之间失效的统计相关性

计算出的列车枕梁服役30年后的可靠度约为0.90

相比之下

传统的系统可靠性模型计算的可靠度偏于保守。

Abstract

To evaluate the fatigue reliability of complex structures under random loads

a complex structure was treated as a series system composed of many units

each containing only a fatigue site

and a fatigue reliability model for complex structures was established based on the dissimilar-dimension interference model of fatigue reliability. The model was directly built at the system level without assuming independence of failures. Furthermore

the fatigue reliability evaluation of a train bolster was taken as an example to display the method and the process of fatigue reliability evaluation for complex structures. The results indicate that the fatigue reliability calculated by this new method considering the statistical correlation of failure among multiple fatigue sites in a complex structure under random loads is less conservative than using traditional methods

and the fatigue reliability of the bolster is about 0.90 in 30 years of service.

关键词

Keywords

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