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

Author:

Amin A. F.1234,Wiraguna S. I.1234,Bhuiyan A. R.1234,Okui Y.1234

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Bangladesh Univ. of Engineering and Technology, Dhaka 1000, Bangladesh.

2. PT. Jasa Marga (Persero), Indonesia Highway Corporation, Padalarang Bypass Project, Plaza Tol TMII, Jakarta 13550, Indonesia.

3. Dept. of Civil Engineering, Chittagong Univ. of Engineering and Technology, Chittagong 4349, Bangladesh.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Saitama Univ., 255 Shimo Okubo, Saitama 338-8570, Japan (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference79 articles.

1. ABAQUS (1996). Theory manual Version 5.6 Hibbitt Karlsson & Sorensen Inc. Providence R.I.

2. Ahmadi H. R. Kingston J. G. R Muhr A. H. Gracia L. A. and Gómez B. (2003). “Interpretation of the high–low-strain modulus of filled rubbers as an inelastic effect.” Proc. 3rd European Conf. on Constitutive Models for Rubber J. Busfield and A. Muhr eds. Balkema Rotterdam The Netherlands 357–364.

3. A constitutive relation for rubber-like materials

4. Modeling of Rubber and Lead Passive-Control Bearings for Seismic Analysis

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