Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Russian mechanics contributions for Structural Integrity Vol. 20, No. 75 (2026)

Modified elastic-plastic model: implementation algorithm and comparison of computational efficiency with the elastic-viscoplastic model

Author and affiliation details
DOI
10.3221/IGF-ESIS.75.31
Pages
463-477
Published
Licence
CC BY 4.0

Abstract

The most important element of mathematical models of thermomechanical processing of metals and alloys is the constitutive model. In recent decades, multilevel physically-oriented constitutive models (CMs) have found widespread application. The first two-level model was the rigid-plastic theory of J. Taylor,a rigorous mathematical justification of which was developed by J. Bishop and R. Hill (TBH type models). The main disadvantage of this model is the uncertainty of the choice of active slip systems when more than 5 systems are activated. Despite this, the TBH models have become widespread, and its basic provisions have been preserved in many later developments. It seems that limiting the number of active slip systems to 5 has no physical justification and is determined only by the numerical procedure for implementing the model.

Since the 1970s, elastic-viscoplastic models have emerged; it has been shown that as the velocity sensitivity parameter tends to zero, the macroparameters determined in the modeling converge to a solution using an elastic-plastic model. However, the system of equations becomes rigid, requiring the use of implicit schemes and extremely small time steps, which significantly reduces the computational efficiency. The paper proposes a modification of elastic-plastic model of the TBH type, in which a procedure for overcoming the above-mentioned drawback is proposed. To compare the computational efficiency of the elastic-plastic and elastic-viscoplastic models, a series of numerical experiments was carried out.

Keywords

Article history

  1. ReceivedUntil the next stage: 21 days
  2. Revision requestedUntil the next stage: 0 days
  3. RevisedUntil the next stage: 1 day
  4. AcceptedUntil the next stage: 11 days
  5. Published

Statements

Funding

The work was carried out with the financial support of the Russian Science Foundation (grant no. 25-19-00785)

About the authors

Peter Trusov

Peter V. Trusov – Doctor of Sciences in Physics and Mathematics, Professor, Head of Department, Department of Mathematical Modeling of Systems and Processes, e-mail: tpv@pstu.ru, ORCID : 0000-0001-8997-5493

Pavel Gladkikh

Pavel A. Gladkikh – Junior Researcher, Laboratory of Multilevel Modeling of Structural and Functional Materials, e-mail: gladkikh.p@yandex.ru, ORCID : 0009-0004-9635-0191.

How to cite

APA

Trusov, P., & Gladkikh, P. (2025). Modified elastic-plastic model: implementation algorithm and comparison of computational efficiency with the elastic-viscoplastic model. Fracture and Structural Integrity, 20(75), 463–477. https://doi.org/10.3221/IGF-ESIS.75.31

IEEE

P. Trusov and P. Gladkikh, “Modified elastic-plastic model: implementation algorithm and comparison of computational efficiency with the elastic-viscoplastic model,” Fracture and Structural Integrity, vol. 20, no. 75, pp. 463–477, 2025, doi: 10.3221/IGF-ESIS.75.31.

MLA

Trusov, Peter, and Pavel Gladkikh. “Modified elastic-plastic model: implementation algorithm and comparison of computational efficiency with the elastic-viscoplastic model.” Fracture and Structural Integrity, vol. 20, no. 75, 2025, pp. 463–477. https://doi.org/10.3221/IGF-ESIS.75.31.

Chicago

Trusov, Peter, and Pavel Gladkikh. 2025. “Modified elastic-plastic model: implementation algorithm and comparison of computational efficiency with the elastic-viscoplastic model.” Fracture and Structural Integrity 20 (75): 463–477. https://doi.org/10.3221/IGF-ESIS.75.31.

Harvard

Trusov, P. and Gladkikh, P. (2025) ‘Modified elastic-plastic model: implementation algorithm and comparison of computational efficiency with the elastic-viscoplastic model’, Fracture and Structural Integrity, 20(75), pp. 463–477. doi: 10.3221/IGF-ESIS.75.31.

Vancouver

Trusov P, Gladkikh P. Modified elastic-plastic model: implementation algorithm and comparison of computational efficiency with the elastic-viscoplastic model. Fracture and Structural Integrity. 2025;20(75):463-477. doi:10.3221/IGF-ESIS.75.31

BibTeX

@article{trusov2025, author = {Trusov, Peter and Gladkikh, Pavel}, title = {Modified elastic-plastic model: implementation algorithm and comparison of computational efficiency with the elastic-viscoplastic model}, journal = {Fracture and Structural Integrity}, year = {2025}, volume = {20}, number = {75}, pages = {463--477}, doi = {10.3221/IGF-ESIS.75.31}, url = {https://doi.org/10.3221/IGF-ESIS.75.31}, issn = {1971-8993} }

RIS

TY - JOUR AU - Trusov, Peter AU - Gladkikh, Pavel TI - Modified elastic-plastic model: implementation algorithm and comparison of computational efficiency with the elastic-viscoplastic model JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2025 DA - 2025/12/16 VL - 20 IS - 75 SP - 463 EP - 477 DO - 10.3221/IGF-ESIS.75.31 UR - https://doi.org/10.3221/IGF-ESIS.75.31 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2025 Pavel Gladkikh, Peter Trusov.

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