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A modified Gurson-type plasticity model at finite strains: formulation, numerical analysis and phase-field coupling
A modified Gurson-type plasticity model at finite strains: formulation, numerical analysis and phase-field coupling
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A modified Gurson-type plasticity model at finite strains: formulation, numerical analysis and phase-field coupling

Aldakheel, Fadi ; Wriggers, Peter ; Miehe, Christian

Computational mechanics, 2018-10, Vol.62 (4), p.815-833 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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2
A thermomechanical model for saturated soil at small and large strains
A thermomechanical model for saturated soil at small and large strains
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A thermomechanical model for saturated soil at small and large strains

Zhou, C ; Ng, C.W.W

Canadian geotechnical journal, 2015-08, Vol.52 (8), p.1101-1110 [Periódico revisado por pares]

Ottawa: NRC Research Press

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3
Stiffness of Clays and Silts: Normalizing Shear Modulus and Shear Strain
Stiffness of Clays and Silts: Normalizing Shear Modulus and Shear Strain
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Stiffness of Clays and Silts: Normalizing Shear Modulus and Shear Strain

Vardanega, P. J ; Bolton, M. D

Journal of geotechnical and geoenvironmental engineering, 2013-09, Vol.139 (9), p.1575-1589 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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4
A Bounding Surface Model for Cemented Soil at Small and Large Strains
A Bounding Surface Model for Cemented Soil at Small and Large Strains
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A Bounding Surface Model for Cemented Soil at Small and Large Strains

Jiao, Kang-fu ; Zhou, Chao

Journal of geotechnical and geoenvironmental engineering, 2024-02, Vol.150 (2) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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5
Constitutive model to simulate full deformation and failure process for rocks considering initial compression and residual strength behaviors
Constitutive model to simulate full deformation and failure process for rocks considering initial compression and residual strength behaviors
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Constitutive model to simulate full deformation and failure process for rocks considering initial compression and residual strength behaviors

Cao, Wengui ; Tan, Xin ; Zhang, Chao ; He, Min

Canadian geotechnical journal, 2019-05, Vol.56 (5), p.649-661 [Periódico revisado por pares]

Ottawa: NRC Research Press

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6
A thermal elastic visco-plastic model for soft clayey soils
A thermal elastic visco-plastic model for soft clayey soils
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A thermal elastic visco-plastic model for soft clayey soils

Chen, Ze-Jian ; Feng, Wei-Qiang ; Chen, Wen-Bo ; Yin, Jian-Hua

Canadian geotechnical journal, 2024-02, Vol.61 (2), p.208-227 [Periódico revisado por pares]

Ottawa: Canadian Science Publishing NRC Research Press

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7
Constitutive Modeling for Two Sands under High Pressure
Constitutive Modeling for Two Sands under High Pressure
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Constitutive Modeling for Two Sands under High Pressure

Xiao, Yang ; Wang, Chenggui ; Zhang, Zhichao ; Liu, Hanlong ; Yin, Zhen-yu

International journal of geomechanics, 2021-05, Vol.21 (5) [Periódico revisado por pares]

Reston: American Society of Civil Engineers

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8
Study on Constitutive Model of Cyclic Elastoplastic Behavior of 6082-T6 Aluminum Alloy
Study on Constitutive Model of Cyclic Elastoplastic Behavior of 6082-T6 Aluminum Alloy
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Study on Constitutive Model of Cyclic Elastoplastic Behavior of 6082-T6 Aluminum Alloy

Wu, Mingze ; Fan, Shenggang ; Zhou, Hang ; Dong, Daoyang ; Liu, Meijing ; Sun, Zekang

Journal of materials in civil engineering, 2024-05, Vol.36 (5) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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9
A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications
A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications
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A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications

Coda, Humberto Breves

Computational mechanics, 2022, Vol.69 (1), p.245-266 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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10
The exponentiated Hencky-logarithmic strain energy: part III—coupling with idealized multiplicative isotropic finite strain plasticity
The exponentiated Hencky-logarithmic strain energy: part III—coupling with idealized multiplicative isotropic finite strain plasticity
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The exponentiated Hencky-logarithmic strain energy: part III—coupling with idealized multiplicative isotropic finite strain plasticity

Neff, Patrizio ; Ghiba, Ionel-Dumitrel

Continuum mechanics and thermodynamics, 2016-03, Vol.28 (1-2), p.477-487 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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