TECHNICAL PAPERS
Jan 1, 2006

Hyperelasticity Model for Finite Element Analysis of Natural and High Damping Rubbers in Compression and Shear

Publication: Journal of Engineering Mechanics
Volume 132, Issue 1

Abstract

Rate-independent monotonic behavior of filled natural rubber and high damping rubber is investigated in compression and shear regimes. Monotonic responses obtained from tests conducted in both regimes demonstrate the prominent existence of the Fletcher–Gent effect, indicated by high stiffness at low strain levels. An improved hyperelasticity model for compression and shear regimes is proposed to represent the rate-independent instantaneous and equilibrium responses including the Fletcher–Gent effect. A parameter identification scheme involving simultaneous minimization of least-square residuals of uniaxial compression and simple shear data is delineated. The difficulties of identifying a unique set of hyperelasticity parameters that hold for both compression and shear deformation modes are thus overcome. The proposed hyperelasticity model has been implemented in a general purpose finite element program. Finite element simulations of experiments have shown the adequacy of the proposed hyperelasticity model, estimated parameters, and employed numerical procedures. Finally, numerical experiments were conducted to further explore the potential of the proposed model, and estimated parameters in analyzing rubber layers of a base isolation bearing subjected either to compression or to a combination of compression and shear.

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Acknowledgments

The writers are very grateful to Professor H. Horii, Department of Civil Engineering, University of Tokyo, Japan for his valuable comments and suggestions and particularly for allowing them to use the experimental facilities of his laboratory to carry out the mechanical tests in the investigation. The writers gratefully acknowledge the kind cooperation extended by the Yokohama Rubber Co. by providing test specimens. The writers also sincerely appreciate the funding provided by the Japanese Ministry of Education, Science, Sports, and Culture as a Grant-in-Aid for Scientific Research (C) (Grant No. MESSC-JP12650457) to carry out this research.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 132Issue 1January 2006
Pages: 54 - 64

History

Received: Jul 13, 2004
Accepted: Mar 22, 2005
Published online: Jan 1, 2006
Published in print: Jan 2006

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Notes

Note. Associate Editor: Francisco Armero

Authors

Affiliations

Associate Professor, Dept. of Civil Engineering, Bangladesh Univ. of Engineering and Technology, Dhaka 1000, Bangladesh. E-mail: [email protected]
S. I. Wiraguna
PT. Jasa Marga (Persero), Indonesia Highway Corporation, Padalarang Bypass Project, Plaza Tol TMII, Jakarta 13550, Indonesia.
A. R. Bhuiyan
Dept. of Civil Engineering, Chittagong Univ. of Engineering and Technology, Chittagong 4349, Bangladesh.
Associate Professor, Dept. of Civil and Environmental Engineering, Saitama Univ., 255 Shimo Okubo, Saitama 338-8570, Japan (corresponding author). E-mail: [email protected]

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