Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Analytical, Numerical and Physical Models Vol. 15, No. 57 (2021)

Fully implicit numerical integration of the Yoshida-Uemori two-surface plasticity model with isotropic hardening stagnation

Author and affiliation details
  • Riccardo Fincato Corresponding author Osaka University, JWRI - Joining and Welding Research Institute, Japan fincato@jwri.osaka-u.ac.jp
  • 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
DOI
10.3221/IGF-ESIS.57.10
Pages
114-126
Published
Licence
CC BY 4.0

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.

Keywords

Article history

  1. ReceivedUntil the next stage: 2 days
  2. AcceptedUntil the next stage: 19 days
  3. Published

How to cite

APA

Fincato, R., Tsutsumi, S., Zilio, A., Mazzucco, G., & Salomoni, V. (2021). Fully implicit numerical integration of the Yoshida-Uemori two-surface plasticity model with isotropic hardening stagnation. Fracture and Structural Integrity, 15(57), 114–126. https://doi.org/10.3221/IGF-ESIS.57.10

IEEE

R. Fincato, S. Tsutsumi, A. Zilio, G. Mazzucco, and V. Salomoni, “Fully implicit numerical integration of the Yoshida-Uemori two-surface plasticity model with isotropic hardening stagnation,” Fracture and Structural Integrity, vol. 15, no. 57, pp. 114–126, 2021, doi: 10.3221/IGF-ESIS.57.10.

MLA

Fincato, Riccardo, et al. “Fully implicit numerical integration of the Yoshida-Uemori two-surface plasticity model with isotropic hardening stagnation.” Fracture and Structural Integrity, vol. 15, no. 57, 2021, pp. 114–126. https://doi.org/10.3221/IGF-ESIS.57.10.

Chicago

Fincato, Riccardo, Seiichiro Tsutsumi, Alex Zilio, Gianluca Mazzucco, and Valentina Salomoni. 2021. “Fully implicit numerical integration of the Yoshida-Uemori two-surface plasticity model with isotropic hardening stagnation.” Fracture and Structural Integrity 15 (57): 114–126. https://doi.org/10.3221/IGF-ESIS.57.10.

Harvard

Fincato, R., Tsutsumi, S., Zilio, A., Mazzucco, G. and Salomoni, V. (2021) ‘Fully implicit numerical integration of the Yoshida-Uemori two-surface plasticity model with isotropic hardening stagnation’, Fracture and Structural Integrity, 15(57), pp. 114–126. doi: 10.3221/IGF-ESIS.57.10.

Vancouver

Fincato R, Tsutsumi S, Zilio A, Mazzucco G, Salomoni V. Fully implicit numerical integration of the Yoshida-Uemori two-surface plasticity model with isotropic hardening stagnation. Fracture and Structural Integrity. 2021;15(57):114-126. doi:10.3221/IGF-ESIS.57.10

BibTeX

@article{fincato2021, author = {Fincato, Riccardo and Tsutsumi, Seiichiro and Zilio, Alex and Mazzucco, Gianluca and Salomoni, Valentina}, title = {Fully implicit numerical integration of the Yoshida-Uemori two-surface plasticity model with isotropic hardening stagnation}, journal = {Fracture and Structural Integrity}, year = {2021}, volume = {15}, number = {57}, pages = {114--126}, doi = {10.3221/IGF-ESIS.57.10}, url = {https://doi.org/10.3221/IGF-ESIS.57.10}, issn = {1971-8993} }

RIS

TY - JOUR AU - Fincato, Riccardo AU - Tsutsumi, Seiichiro AU - Zilio, Alex AU - Mazzucco, Gianluca AU - Salomoni, Valentina TI - Fully implicit numerical integration of the Yoshida-Uemori two-surface plasticity model with isotropic hardening stagnation JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2021 DA - 2021/06/22 VL - 15 IS - 57 SP - 114 EP - 126 DO - 10.3221/IGF-ESIS.57.10 UR - https://doi.org/10.3221/IGF-ESIS.57.10 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2021 Riccardo Fincato, Seiichiro Tsutsumi, Alex Zilio, Gianluca Mazzucco, Valentina Salomoni.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles