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International Journal of Solids and Structures
Volume 28, Issue 2, 1991, Pages 215-224
 
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doi:10.1016/0020-7683(91)90206-U    How to Cite or Link Using DOI (Opens New Window)
Copyright © 1991 Published by Elsevier Science Ltd.

Uniqueness and localization—II. Coupled elastoplasticity

Davide Bigoni and Tomasz Hueckel

Department of Civil and Environmental Engineering, Duke University, Durham, NC 27706, U.S.A.

Received 2 January 1990; 
revised 12 October 1990. 
Available online 4 March 2003.

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Abstract

Uniqueness of the incremental response is investigated for an elastoplastic coupling model with elastic stiffness degradation. The criteria of second order work positiveness and strain localization are used in the form derived by Bigoni and Hueckel (1991. Int. J. Solids Structures 28, 197–213). A numerical example shows that in a triaxial test the loss of second order work positiveness occurs at the positive hardening modulus, whereas the condition of strain localization is never fulfilled. Thus shear hands or splits are predicted not to form, despite strong elasticity degradation and non-associativity.

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