Classical analysis of preloaded bolted joint load distributions
International Journal of Structural Integrity
ISSN: 1757-9864
Article publication date: 13 August 2018
Abstract
Purpose
The purpose of this paper is to develop the understanding of how external loads are reacted through preloaded bolted joints and the interaction of the joint elements. The paper develops ideas from how to do an analysis to understanding the implications of the results.
Design/methodology/approach
Classical methods of analysis are applied to preloaded bolted joints, made with multiple bolts. The paper considers both the detailed analysis of bolts stresses, fatigue analysis and load-based design analysis, to demonstrate the structural integrity of preloaded bolted joints.
Findings
In preloaded joints the external tensile axial load and moments are mainly supported by changes in contact pressure at the faying surface. Only a small proportion of the external loads produce changes in bolt tensile stress. The bolts have a significant mean stress but experience a low working stress range. This low stress range is a factor in explaning why preloaded bolted joints have good fatigue performance.
Practical implications
In many cases the methods presented are adequate to demonstrate the structural integrity of joints. In some cases finite element methods may be more appropriate, and the methods discussed can be used in the validation process.
Originality/value
The paper brings together a number of concepts and links them into a practical design analysis process for preloaded bolted joints. Interpretation of results, within the context of design standards, is provided.
Keywords
Citation
Welch, M. (2018), "Classical analysis of preloaded bolted joint load distributions", International Journal of Structural Integrity, Vol. 9 No. 4, pp. 455-464. https://doi.org/10.1108/IJSI-07-2017-0045
Publisher
:Emerald Publishing Limited
Copyright © 2018, Emerald Publishing Limited