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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 93
PROCEEDINGS OF THE TENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by:
Paper 280
Explicit Nonlinear Formulation of Bridge Bearings with the Mullins Effect M.H.B.M. Shariff
Khalifa University of Science, Technology and Research, Sharjah, United Arab Emirates M.H.B.M. Shariff, "Explicit Nonlinear Formulation of Bridge Bearings with the Mullins Effect", in , (Editors), "Proceedings of the Tenth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 280, 2010. doi:10.4203/ccp.93.280
Keywords: bonded-mounts, stress-softening, explicit-formulae, Mullins, nonlinear.
Summary
Bonded rubber mounts are used, for example, in bridge bearings, base isolation for the earthquake protection of buildings
and suspensions of vehicles. It is well known that exact explicit closed form solutions for linear and nonlinear elastic
deformations of bonded mounts do not exist because the mathematical analysis proves intractable. However, approximate
explicit closed form solutions have been developed in the past [1,2,3,4,5]. These approximate solutions predict fairly
well the elastic mechanical behaviour of certain types of bonded mounts. Explicit solutions have an advantage over numerical
solutions, such as finite element solutions, in the sense that a numerical approach requires considerable computation
to obtain specific values for design purposes and, not being explicit in nature, it is not very convenient to use.
However, rubberlike materials are generally not purely elastic; when rubber is subjected to cyclic loading it exhibits a
stress-softening phenomenon widely known as the Mullins effect [6]. Explicit closed forms of solution, for axial deformation
of bonded rubber mounts that
exhibit stress softening behaviour, currently do not exist in the literature. Hence, the aim of this paper is to develop
approximate explicit closed form solutions for stress-softening bonded rubber mounts. The constitutive equation used to
describe the Mullins effect is based on the work of Shariff [7] and Ogden and Roxburgh [8].
Quite often, approximate solutions of physical problems are obtained by making simplifying physical assumptions. These solutions generally do not satisfy all the governing equations. To avoid this, we use a variational method to obtain approximate solutions without resorting to simplifying physical assumptions. To facilitate our analysis a concept of damage function is introduced. The relatively simple forms of explicit formula are easy to use for design purposes. The stiffness of the bonded mount is measured in terms of its shape factor. We show that the apparent Young's modulus depends on the shape factor and the history of previous axial loadings. Theoretical results are given and analysed. References
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