TECHNICAL PAPERS
Sep 1, 2007

Discontinuous Bifurcation Analysis of a Coupled Rate-Dependent Damage and Plasticity Model for Impact Responses

Publication: Journal of Engineering Mechanics
Volume 133, Issue 9

Abstract

To identify the transition from continuous to discontinuous modes in the failure evolution of quasibrittle materials under impact, a coupled rate-dependent damage and plasticity model is developed within the thermodynamics framework. Due to the simplicity in model formulation, a continuum tangent stiffness tensor could be obtained for discontinuous bifurcation analysis, and the model parameters could be calibrated from split Hopkins pressure bar experimental data available. The coupled rate-dependent model could describe not only the pressure-dependent hardening/softening response but also the degradation of material stiffness under impact. A geometric criterion with a corresponding solution scheme is presented to explore the rate-dependent transition from continuous to discontinuous failure modes in the Mohr coordinates. The uniaxial compressive loading path is considered to illustrate the loading rate effect on the critical localization orientation and hardening parameters. It appears from the preliminary results that the coupled rate-dependent local continuum model might be combined with a decohesion model via discontinuous bifurcation analysis so that large-scale simulation of failure evolution could be performed without invoking higher-order spatial terms in the stress-strain space.

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Acknowledgments

This research was partially supported by NSF and AFRL. The paper is based in part on the first writer’s Ph.D. dissertation. The writers are also grateful to the reviewers for discerning comments on this paper.

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Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 133Issue 9September 2007
Pages: 970 - 980

History

Received: Jun 10, 2004
Accepted: Mar 8, 2007
Published online: Sep 1, 2007
Published in print: Sep 2007

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Notes

Note. Associate Editor: Majid T. Manzari

Authors

Affiliations

Wenqing Hu, M.ASCE
Project Engineer, Baker Engineering and Risk Consultants, Inc., 3330 Oakwell Court, Ste. 100, San Antonio, TX 78218-3084.
Zhen Chen, M.ASCE
C.W. LaPierre Professor, Dept. of Civil and Environmental Engineering, Univ. of Missouri–Columbia, Columbia, MO 65211-2200. E-mail: [email protected]

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