Analysis of Bolt Bending in Preloaded Bolted Joints

Author:

Welch Michael1

Affiliation:

1. Michael A Welch (Consulting Engineers) Limited, West Lancashire , UK

Abstract

Abstract Classical analysis methods are applied to show how flexural deflections due to shear strain in the flange pack produce bending moments and tensile loads on bolts within preloaded bolted joints. It was found that in joints made with long bolts these loads can be significant. The loads can cause yielding of the bolt, reducing bolt preload. The methods presented are adequate to demonstrate the structural integrity of joints made with long bolts or with a small footprint.

Publisher

Walter de Gruyter GmbH

Subject

Mechanical Engineering

Reference5 articles.

1. [1] M.Welch. Classical Analysis of Preloaded Bolted Joint Load Distributions. International Journal of Structural Integrity 2018 (9), No. 4, 455 - 464.

2. [2] Verein Deutscher Ingenieure (Association of German Engineers). VDI 2230 Part 1. “Systematic calculation of high duty bolted joints with one cylindrical bolt”, Verein Deutscher Ingenieure, Dusseldorf, 2003.

3. [3] R. Budynas, J. K. Nisbett. Shigley’s Mechanical Engineering Design. 8th edition. McGraw Hill, Primis Online. 2006, 2006, ISBN 0-390-76487-6.

4. [4] M. Pástor, et al. The use of Optical Methods in the Analysis of Areas With Stress Concentration. Journal of Mechanical Engineering - Strojnícky časopis 2018 (68), No. 2, 61 - 76.

5. [5] British Standards Institution. BS 3580:1964, Guide to the design considerations on: The strength of screw threads, British Standards Institution, London, 1964.

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