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A new large strain approach for predicting tunnel deformation in strain-softening rock mass based on the generalized Zhang-Zhu strength criterion
A new large strain approach for predicting tunnel deformation in strain-softening rock mass based on the generalized Zhang-Zhu strength criterion
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A new large strain approach for predicting tunnel deformation in strain-softening rock mass based on the generalized Zhang-Zhu strength criterion

Xu, Chen ; Xia, Caichu

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2021-07, Vol.143, p.104786, Article 104786 [Periódico revisado por pares]

Berlin: Elsevier Ltd

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Anisotropic subloading surface Cam‐clay plasticity model with rotational hardening: Deformation gradient‐based formulation for finite strain
Anisotropic subloading surface Cam‐clay plasticity model with rotational hardening: Deformation gradient‐based formulation for finite strain
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Anisotropic subloading surface Cam‐clay plasticity model with rotational hardening: Deformation gradient‐based formulation for finite strain

Yamakawa, Yuki ; Hashiguchi, Koichi ; Sasaki, Tomohiro ; Higuchi, Masaki ; Sato, Kiyoshi ; Kawai, Tadashi ; Machishima, Tomohiro ; Iguchi, Takuya

International journal for numerical and analytical methods in geomechanics, 2021-11, Vol.45 (16), p.2321-2370 [Periódico revisado por pares]

Bognor Regis: Wiley Subscription Services, Inc

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A gradient enhanced transversely isotropic damage plasticity model for rock ‐ formulation and comparison of different approaches
A gradient enhanced transversely isotropic damage plasticity model for rock ‐ formulation and comparison of different approaches
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A gradient enhanced transversely isotropic damage plasticity model for rock ‐ formulation and comparison of different approaches

Mader, Thomas ; Schreter, Magdalena ; Hofstetter, Günter

International journal for numerical and analytical methods in geomechanics, 2022-04, Vol.46 (5), p.933-960 [Periódico revisado por pares]

Bognor Regis: Wiley Subscription Services, Inc

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4
Applied machine learning to predict stress hotspots I: Face centered cubic materials
Applied machine learning to predict stress hotspots I: Face centered cubic materials
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Applied machine learning to predict stress hotspots I: Face centered cubic materials

Mangal, Ankita ; Holm, Elizabeth A.

International journal of plasticity, 2018-12, Vol.111 (C), p.122-134 [Periódico revisado por pares]

New York: Elsevier Ltd

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5
A study of microstructure-driven strain localizations in two-phase polycrystalline HCP/BCC composites using a multi-scale model
A study of microstructure-driven strain localizations in two-phase polycrystalline HCP/BCC composites using a multi-scale model
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A study of microstructure-driven strain localizations in two-phase polycrystalline HCP/BCC composites using a multi-scale model

Ardeljan, Milan ; Knezevic, Marko ; Nizolek, Thomas ; Beyerlein, Irene J. ; Mara, Nathan A. ; Pollock, Tresa M.

International journal of plasticity, 2015-11, Vol.74 (C), p.35-57 [Periódico revisado por pares]

United States: Elsevier Ltd

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6
Anisotropic finite hyper-elastoplasticity of geomaterials with Drucker–Prager/Cap type constitutive model formulation
Anisotropic finite hyper-elastoplasticity of geomaterials with Drucker–Prager/Cap type constitutive model formulation
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Anisotropic finite hyper-elastoplasticity of geomaterials with Drucker–Prager/Cap type constitutive model formulation

Bennett, K.C. ; Regueiro, R.A. ; Luscher, D.J.

International journal of plasticity, 2019-12, Vol.123, p.224-250 [Periódico revisado por pares]

New York: Elsevier Ltd

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7
On the torsional and coupled torsion-tension/compression behavior of magnesium alloy solid rod: A crystal plasticity evaluation
On the torsional and coupled torsion-tension/compression behavior of magnesium alloy solid rod: A crystal plasticity evaluation
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On the torsional and coupled torsion-tension/compression behavior of magnesium alloy solid rod: A crystal plasticity evaluation

Wang, Huamiao ; Zhang, Xiaodan ; Wu, Wei ; Liaw, Peter K. ; An, Ke ; Yu, Qin ; Wu, Peidong

International journal of plasticity, 2022-04, Vol.151, p.103213, Article 103213 [Periódico revisado por pares]

New York: Elsevier Ltd

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8
The effects of existing horseshoe-shaped tunnel sizes on circular crossing tunnel interactions: Three-dimensional numerical analyses
The effects of existing horseshoe-shaped tunnel sizes on circular crossing tunnel interactions: Three-dimensional numerical analyses
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The effects of existing horseshoe-shaped tunnel sizes on circular crossing tunnel interactions: Three-dimensional numerical analyses

Ng, C.W.W. ; Fong, K.Y. ; Liu, H.L.

Tunnelling and underground space technology, 2018-07, Vol.77, p.68-79 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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9
A finite deformation multiplicative plasticity model with non–local hardening for bonded geomaterials
A finite deformation multiplicative plasticity model with non–local hardening for bonded geomaterials
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A finite deformation multiplicative plasticity model with non–local hardening for bonded geomaterials

Oliynyk, Kateryna ; Ciantia, Matteo O. ; Tamagnini, Claudio

Computers and geotechnics, 2021-09, Vol.137, p.104209, Article 104209 [Periódico revisado por pares]

New York: Elsevier Ltd

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10
Coupling elasto-plastic behaviour of unsaturated soils with piecewise linear large-strain consolidation
Coupling elasto-plastic behaviour of unsaturated soils with piecewise linear large-strain consolidation
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Coupling elasto-plastic behaviour of unsaturated soils with piecewise linear large-strain consolidation

Qi, Shunchao ; Simms, Paul ; Daliri, Farzad ; Vanapalli, Sai

Géotechnique, 2020-06, Vol.70 (6), p.518-537 [Periódico revisado por pares]

London: ICE Publishing

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