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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 105
PROCEEDINGS OF THE NINTH INTERNATIONAL CONFERENCE ON ENGINEERING COMPUTATIONAL TECHNOLOGY Edited by:
Paper 58
Development of an Equivalent Numerical Model of a Bolted Point based on an Analytical Solution O. Omran1, V.-D. Nguyen1, H. Jaffal2, P. Marchand2, A. Bezza2 and P. Coorevits1
1Eco-PRocédés, Optimisation et Aide à la Décision, IUT de l'Aisne, University of Picardie Jules Verne, Saint-Quentin, France
O. Omran, V.-D. Nguyen, H. Jaffal, P. Marchand, A. Bezza, P. Coorevits, "Development of an Equivalent Numerical Model of a Bolted Point based on an Analytical Solution", in , (Editors), "Proceedings of the Ninth International Conference on Engineering Computational Technology", Civil-Comp Press, Stirlingshire, UK, Paper 58, 2014. doi:10.4203/ccp.105.58
Keywords: bolted assembly, equivalent element, connector, traction.
Summary
The study of mechanical structures using a three-dimensional finite element, taking
into account the problem of non-linearities (behaviour and contact) increases the
time of the calculation and requires significant computer memory. Likewise, the
optimization of the assembly (the number and position of the points) leads to an
important number of calculations. The aim of the work, presented in this paper, is to
develop a methodology which allows us to simplify a bolted assembly while keeping
a realist physical behavior and to reduce the time of calculation of the numerical
simulations. This paper focuses in the comparison of numerical and experimental
results in the traction between two steel sheets with one fixity.
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