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Auto-desserrage des assemblages boulonnés en acier - développement d'un modèle mathématique prédictif

Translated title of the thesis: Self-loosening of steel bolted assemblies - development of a predictive mathematical model
  • Ali Yaya Achimou

Student thesis: Master's thesisMaster in Engineering: Mechanical Engineering

Abstract

The self-loosening of bolted assemblies under cyclic transverse loading is a major issue for industrial installation, as it affects the reliability of mechanical structures. Although many studies have examined the loosening mechanism involved, the influence of joint stiffness and lateral amplitude is still not well explored in the literature. This research aims to quantify the effect of amplitude on assemblies with different stiffnesses in order to understand the self-loosening behavior for various configurations. Tests were carried out on plates bolted with a single fastener and subjected to cyclic transverse loading with varying amplitudes (from 0.1 in to 0.35 in). Using sensors, the tests made it possible to measure preload loss, bolt and nut rotation, relative displacements, and transverse force as a function of the number of cycles. The results show a nonlinear relationship between amplitude and loosening rate, with the identification of a low amplitude range where loosening is almost negligible, while beyond a threshold a significant loss is observed. These results provide a better understanding of self-loosening mechanisms and form a basis for improving future designs and sizing of bolted joints, and allow, based on the data generated, to establish a predictive empirical equation for preload loss as a function of the number of cycles.
Date11 May 2026
Original languageFrench
Awarding Institution
  • École de technologie supérieure
SupervisorHakim A. Bouzid (Supervisor) & Anh Dung Ngô (Co-supervisor)

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