An improved hyperelasticity relation in modeling viscoelasticity response of natural and high damping rubbers in compression: experiments, parameter identification and numerical verification

By A. Amin, M. Alam, Y. Okui. 2002

178 citations recorded by the source corpus.

Subfields: Biomedical Engineering, Fluid Flow and Transfer Processes, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/11a48679d1d0bbb6a17f1cec3293be8eb0355b7c

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Biomedical Engineering

1. S. Sekita
2. A. Amin
3. Y. Okui
4. A. Lion
5. Qilin Zhang
6. Tao Liu
7. Bruno Briseghella
8. T. Zordan

In Fluid Flow and Transfer Processes

1. S. Sekita
2. A. Amin
3. Y. Okui
4. A. Lion
5. Qilin Zhang
6. Tao Liu
7. Bruno Briseghella
8. T. Zordan

In Mechanics of Materials

1. A. Amin
2. Y. Okui
3. S. Sekita
4. A. Lion
5. B. Sahari
6. Jörn Mosler

Citations in the corpus

• A review of constitutive models for rubber-like materials (2010, background): “There are various forms of strain energy potentials for modeling of incompressible and isotropic elastomer (Ogden, 1972; Mars and Fatemi, 2004; Guo and Sluys, 2006; Selvadurai, 2006; Horgan and Saccomandi, 1999 ; 2003; Amin et al., 2002; Beatty, 2003; Meunier et al., 2008; Muhr 2005; Sasso et al., 2”
• Nonlinear dependence of viscosity in modeling the rate-dependent response of natural and high damping rubbers in compression and shear: Experimental identification and numerical verification (2006, methodology): “Recently, Amin (2001) and Amin et al. (2006) studied the nonlinear rate-independent monotonic behavior of the equilibrium stress of HDR under compression and shear. In these studies, an improved hyperelasticity relation, a procedure for the identification of its material parameters and the implement”
• Hyperelasticity Model for Finite Element Analysis of Natural and High Damping Rubbers in Compression and Shear (2006, methodology): “Following this observation, the original W function as proposed by Amin et al. 2002 is further improved here W I1,I2 = C5 I1 − 3 + C3 N + 1 I1 − 3 N+1 + C4 M + 1 I1 − 3 M+1 + C2 I2 − 3 15 where C5, C3, C4, C2, M, and N material parameters.”
• Evaluation of equivalent linearization analysis methods for seismically isolated buildings characterized by SDOF systems (2014, methodology): “Many sophisticated hysteretic models, such as Bouc-Wen model [5] and other velocity- or frequency-based models [6–9], have been developed and utilized to simulate the nonlinear behavior of seismic isolation devices in recent years.”