Interval non-probabilistic time-dependent reliability analysis of boom crane structures

被引:0
作者
Yang Ruigang
Li Wenzhao
Zhao Guangli
Liu Yuzhen
Jing Weichen
机构
[1] Taiyuan University of Science and Technology,School of Mechanical Engineering
[2] Shanxi Special Equipment Inspection and Research Institute,undefined
来源
Journal of Mechanical Science and Technology | 2021年 / 35卷
关键词
Frame structure; Interval non-probabilistic reliability; Time-dependent reliability; Boom crane;
D O I
暂无
中图分类号
学科分类号
摘要
The reliability of boom crane structure determines the safety and performance of the whole machine. Due to the sample information of uncertain parameter is lacking, non-probabilistic reliability of boom crane structure under the condition of limited samples is studied. Considering the time dependent deterioration of structure resistance and the load time effect, the time-dependent uncertain parameters of boom structures are comprehensively analyzed. A time-dependent reliability model of boom structures based on interval non-probabilistic is proposed. Based on the theory of interval non-probabilistic time-varying reliability, an engineering example is analyzed by using VC++ programming. The influence of different weight and uncertain parameters on the structure reliability of the boom is analyzed. The results show that the resistance, attenuation coefficient, average resistance and non-probabilistic time-varying reliability indicators of the boom structure attenuate seriously after decades. The conclusion verifies the scientific of the proposed method on the time accumulation effect.
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收藏
页码:535 / 544
页数:9
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