Fastening reliability analysis of bolted joint anti-self-loosening

螺栓连接 结构工程 接头(建筑物) 有限元法 可靠性(半导体) 工程类 变形(气象学) 预加载 材料科学 复合材料 功率(物理) 量子力学 医学 物理 内科学 血流动力学
作者
Zhiqun Zheng,Xinglin Miao,Xianzhen Huang,Pengfei Ding
出处
期刊:Journal of Constructional Steel Research [Elsevier]
卷期号:202: 107776-107776 被引量:18
标识
DOI:10.1016/j.jcsr.2023.107776
摘要

In the absence of external forces, the preload of the bolted joint will decrease due to self-loosening after the tightening process is completed. Self-loosening of a bolted joint will result in unstable contact between connected components, affecting the overall performance of mechanical equipment. This paper proposes a method for fastening reliability analysis of bolted joints considering the uncertainty of preload, friction coefficients, and material properties. The finite element method (FEM) is used to study the self-loosening behavior of a bolted joint under elastic conditions. The metamodel is constructed based on the proposed finite element model to improve computational efficiency. In addition, the fastening reliability of the bolted joint is calculated using the Monte Carlo simulation (MCS) method. Finally, the practical application of calculating the fastening reliability and a detailed analysis is presented to evaluate the proposed method's efficiency. The results show that the recovery of accumulated elastic deformation of a bolted joint generates self-loosening. In contrast, the torsional elastic deformation of the bolt rod causes relative rotation between the bolt and the nut. When the characteristic parameters obey the normal distribution, the probability distribution of preload reduction ratio approximately obeys the normal distribution. According to the proposed reliability calculation method, the reliability of bolted joint self-loosening is 99.7725% when the preload reduction ratio exceeding 0.026 is considered as self-loosening failure.
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