Article ID Journal Published Year Pages File Type
6748936 International Journal of Solids and Structures 2015 11 Pages PDF
Abstract
A corner-like plasticity model originally proposed as a size-independent theory is extended to include a size effect resulting from plastic strain gradients. A method of solving boundary value problems at finite strains is also presented. The efficiency of the new theory is demonstrated through two typical numerical examples: a constrained simple shear problem in which an infinitely long strip bounded by two hard materials is subjected to large shear under plane strain conditions, and a problem of shear band formation in plane strain tension.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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