期刊
INTERNATIONAL JOURNAL OF PLASTICITY
卷 27, 期 7, 页码 1126-1144出版社
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.ijplas.2010.12.003
关键词
Unloading behavior; Young's modulus; Springback prediction; Dual phase steels; Constitutive model
资金
- National Science Foundation [CMMI 0727641]
- Department of Energy [DE-FC26-02OR22910]
- Auto/Steel Partnership
- Ohio Supercomputer Center [PAS-080]
- Transportation Research Endowment Program
Complex (nonlinear) unloading behavior following plastic straining has been reported as a significant challenge to accurate springback prediction. More fundamentally, the nature of the unloading deformation has not been resolved, being variously attributed to nonlinear/reduced modulus elasticity or to inelastic/microplastic effects. Unloading-and-reloading experiments following tensile deformation showed that a special component of strain, deemed here Quasi-Plastic-Elastic (QPE) strain, has four characteristics. (1) It is recoverable, like elastic deformation. (2) It dissipates work, like plastic deformation. (3) It is rate-independent, in the strain rate range 10(-4)-10(-2)/s, contrary to some models of anelasticity to which the unloading modulus effect has been attributed. (4) To first order, the evolution of plastic properties occurs during QPE deformation. These characteristics are as expected for a mechanism of dislocation pile-up and relaxation. A consistent, general, continuum constitutive model was derived incorporating elastic, plastic, and QPE deformation. Using some aspects of two-yield-function approaches with unique modifications to incorporate QPE, the model was implemented in a finite element program with parameters determined for dual-phase steel and applied to draw-bend springback. Significant differences were found compared with standard simulations or ones incorporating modulus reduction. The proposed constitutive approach can be used with a variety of elastic and plastic models to treat the nonlinear unloading and reloading of metals consistently for general three-dimensional problems. (C) 2010 Elsevier Ltd. All rights reserved.
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