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Civil-Comp Conferences
ISSN 2753-3239 CCC: 2
PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON ENGINEERING COMPUTATIONAL TECHNOLOGY Edited by: B.H.V. Topping and P. Iványi
Paper 11.3
Reduced-order constraint formulation for segment-to-segment contact in large displacement structural analysis M.C.K. Chuo and B.A. Izzuddin
Department of Civil and Environmental Engineering, Imperial College London, United Kingdom M.C.K. Chuo, B.A. Izzuddin, "Reduced-order constraint formulation for
segment-to-segment contact in large displacement
structural analysis", in B.H.V. Topping, P. Iványi, (Editors), "Proceedings of the Eleventh International Conference on Engineering Computational Technology", Civil-Comp Press, Edinburgh, UK,
Online volume: CCC 2, Paper 11.3, 2022, doi:10.4203/ccc.2.11.3
Keywords: contact mechanics, segment-to-segment contact, large displacement,
mortar method, Lagrange multiplier, finite element analysis.
Abstract
Contact simulation can introduce substantial computational cost and complexity to
large displacement structural analysis, which by itself can already be very expensive.
The inclusion of contact simulation in a complete sense entails incorporating the full
expressions of the first and second derivatives of the contact potential energy to be
used for the prediction of the structural response at successive iterations of the
Newton-Raphson procedure. Furthermore, these expressions would have to be reevaluated
at every iteration to account for the updating of the contact region. In order
to increase computational efficiency, the contact constraint formulation can be
approximated to a certain level without significant compromise in accuracy. This
paper proposes several approximations to the constraint formulation whereby partial
expressions of derivatives are used, depending on how the projection coordinates, the
gap vector, and the unit normal vector of the contact region are assumed to vary within
each equilibrium step with respect to the displacement degrees of freedom.
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