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Modeling of the Mechanical Response During Reversal Shear Loading: Application to Steels

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Modeling of the Mechanical Response During Reversal Shear Loading: Application to Steels. / Wen, W.; Borodachenkova, M.; Barlat, F. et al.
In: Steel Research International, Vol. 87, No. 7, 01.07.2016, p. 850-858.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

Harvard

Wen, W, Borodachenkova, M, Barlat, F, Liao, J & Grácio, JJ 2016, 'Modeling of the Mechanical Response During Reversal Shear Loading: Application to Steels', Steel Research International, vol. 87, no. 7, pp. 850-858. https://doi.org/10.1002/srin.201500232

APA

Wen, W., Borodachenkova, M., Barlat, F., Liao, J., & Grácio, J. J. (2016). Modeling of the Mechanical Response During Reversal Shear Loading: Application to Steels. Steel Research International, 87(7), 850-858. https://doi.org/10.1002/srin.201500232

Vancouver

Wen W, Borodachenkova M, Barlat F, Liao J, Grácio JJ. Modeling of the Mechanical Response During Reversal Shear Loading: Application to Steels. Steel Research International. 2016 Jul 1;87(7):850-858. Epub 2015 Oct 22. doi: 10.1002/srin.201500232

Author

Wen, W. ; Borodachenkova, M. ; Barlat, F. et al. / Modeling of the Mechanical Response During Reversal Shear Loading : Application to Steels. In: Steel Research International. 2016 ; Vol. 87, No. 7. pp. 850-858.

Bibtex

@article{db65aa6d60474c7aab4f12c9e9d48d27,
title = "Modeling of the Mechanical Response During Reversal Shear Loading: Application to Steels",
abstract = "A hardening model that considers the dislocation reversal‐related mechanisms is applied to predict the mechanical behavior of low carbon (LC) and twinning‐induced plasticity (TWIP) steels under forward–reverse shear test with various pre‐strain levels. The predicted results are presented in terms of stress–strain response and texture evolution. It is shown that the proposed model, embedded in the visco‐plastic self‐consistent (VPSC) framework, well captures the changes in the reloading yield stress and the hardening evolution due to the strain path reversal. The contributions of the different mechanisms are also discussed.",
author = "W. Wen and M. Borodachenkova and F. Barlat and J. Liao and J.J. Gr{\'a}cio",
year = "2016",
month = jul,
day = "1",
doi = "10.1002/srin.201500232",
language = "English",
volume = "87",
pages = "850--858",
journal = "Steel Research International",
issn = "1611-3683",
publisher = "Wiley-Blackwell",
number = "7",

}

RIS

TY - JOUR

T1 - Modeling of the Mechanical Response During Reversal Shear Loading

T2 - Application to Steels

AU - Wen, W.

AU - Borodachenkova, M.

AU - Barlat, F.

AU - Liao, J.

AU - Grácio, J.J.

PY - 2016/7/1

Y1 - 2016/7/1

N2 - A hardening model that considers the dislocation reversal‐related mechanisms is applied to predict the mechanical behavior of low carbon (LC) and twinning‐induced plasticity (TWIP) steels under forward–reverse shear test with various pre‐strain levels. The predicted results are presented in terms of stress–strain response and texture evolution. It is shown that the proposed model, embedded in the visco‐plastic self‐consistent (VPSC) framework, well captures the changes in the reloading yield stress and the hardening evolution due to the strain path reversal. The contributions of the different mechanisms are also discussed.

AB - A hardening model that considers the dislocation reversal‐related mechanisms is applied to predict the mechanical behavior of low carbon (LC) and twinning‐induced plasticity (TWIP) steels under forward–reverse shear test with various pre‐strain levels. The predicted results are presented in terms of stress–strain response and texture evolution. It is shown that the proposed model, embedded in the visco‐plastic self‐consistent (VPSC) framework, well captures the changes in the reloading yield stress and the hardening evolution due to the strain path reversal. The contributions of the different mechanisms are also discussed.

U2 - 10.1002/srin.201500232

DO - 10.1002/srin.201500232

M3 - Journal article

VL - 87

SP - 850

EP - 858

JO - Steel Research International

JF - Steel Research International

SN - 1611-3683

IS - 7

ER -