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Riccardo Fincato Osaka University, JWRI - Joining and Welding Research Institute, Japan Seiichiro Tsutsumi Joining and Welding Research Institute, Osaka University Alex Zilio Department of Civil, Environmental and Architectural Engineering, Padova University Gianluca Mazzucco Department of Civil, Environmental and Architectural Engineering, Padova University Valentina Salomoni Department of Civil, Environmental and Architectural Engineering, Padova University

Abstract

The paper deals with the numerical investigation and implementation of the two-surface plasticity model (or bounding surface model). This plasticity theory allows to describe the deformation behavior under large strain cyclic plasticity and the material stress-strain responses at small-scale re-yielding after large pre-straining. A novel strategy to model the isotropic hardening stagnation is developed within a fully implicit integration scheme in order to speed up the computation and to improve the material description.

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Section
Analytical, Numerical and Physical Models

How to Cite

Fully implicit numerical integration of the Yoshida-Uemori two-surface plasticity model with isotropic hardening stagnation. (2021). Fracture and Structural Integrity, 15(57), 114-126. https://doi.org/10.3221/IGF-ESIS.57.10

How to Cite

Fully implicit numerical integration of the Yoshida-Uemori two-surface plasticity model with isotropic hardening stagnation. (2021). Fracture and Structural Integrity, 15(57), 114-126. https://doi.org/10.3221/IGF-ESIS.57.10

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