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Stress analysis of single-bolt, single-lap, countersunk composite joints with variable bolt-hole clearance

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posted on 2023-02-10, 17:42 authored by Brian Egan, Conor Mc CarthyConor Mc Carthy, Michael McCarthyMichael McCarthy, Ronan Frizzell
Single-lap, carbon-epoxy joints with countersunk fasteners were modelled using the nonlinear finite element code Abaqus. A highly-detailed analysis of the stress distribution at the countersunk hole boundary is provided. Bolt-hole clearance, which arises due to limitations in manufacturing capabilities, is modelled extensively. Clearance levels both inside and outside typical aerospace fitting tolerances are studied and the finite element model is validated with experimental data. Plots of radial stress in each ply of the countersunk laminate show the load transfer to be severely localised, with only a few plies bearing the majority of the load. The inclusion of clearance in the model was shown to result in far higher radial stresses compared to those in the neat-fit joint model. An associated loss in joint stiffness of more than 10% was recorded for the highest clearance considered (240 mu m). Finally compressive through-thickness stresses are shown to be present at the damageable region of the countersunk hole, and increase with bolt-hole clearance. These compressive stresses, which are an indicator of lateral constraint, are seen to suppress "brooming" failure in the countersunk laminate. (C) 2011 Elsevier Ltd. All rights reserved.

Funding

A new method for transforming data to normality with application to density estimation

National Research Foundation

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History

Publication

Composite Structures;94(3), pp. 1038-1051

Publisher

Elsevier

Note

peer-reviewed

Other Funding information

IRCSET, SFI, HEA

Rights

This is the author’s version of a work that was accepted for publication in Composite Structures. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Composite Structures, 94(3), pp. 1038-1051, doi 10.1016/j.compstruct.2011.10.004

Language

English

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  • Bernal Institute

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  • School of Engineering

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