Shear band analysis based on a strain-gradient hypoplastic model

Abstract Localized deformation is commonly observed in granular materials, yet it remains significant challenges for constitutive modeling and numerical simulation. This study extends a hypoplastic model for shear band analysis in granular materials by incorporating a second-order gradient of the strain rate into its nonlinear tensorial function. The extended model keeps the conciseness of hypoplastic framework while introducing a length scale to capture the finite shear band thickness in the post-localization regime. This leads to improvements over the original non-gradient model in shear band analysis. Numerical simulations of simple shear tests demonstrate the model’s capability to reproduce finite-thickness shear bands in granular materials with inhomogeneous initial void ratio distributions. Compared to the existing gradient models, the extended model shows superior performance in analyzing realistic shear band problems with rotation.

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Publication Details

Journal
Acta Geotechnica
Published
2026-03-16
DOI
https://doi.org/10.1007/s11440-026-02956-0
Primary Topic
Nonlocal and gradient elasticity in micro/nano structures
Type
article
Field-Weighted Citation Impact
0.00

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article

Shear band analysis based on a strain-gradient hypoplastic model

Wei Wu, Ivan Zaboev, Xiaogang Guo, Xuan Kang
Acta Geotechnica
Nonlocal and gradient elasticity in micro/nano structures
article

Shear band analysis based on a strain-gradient hypoplastic model

Wei Wu, Ivan Zaboev, Xiaogang Guo, Xuan Kang
article en

Abstract

Abstract Localized deformation is commonly observed in granular materials, yet it remains significant challenges for constitutive modeling and numerical simulation. This study extends a hypoplastic model for shear band analysis in granular materials by incorporating a second-order gradient of the strain rate into its nonlinear tensorial function. The extended model keeps the conciseness of hypoplastic framework while introducing a length scale to capture the finite shear band thickness in the post-localization regime. This leads to improvements over the original non-gradient model in shear band analysis. Numerical simulations of simple shear tests demonstrate the model’s capability to reproduce finite-thickness shear bands in granular materials with inhomogeneous initial void ratio distributions. Compared to the existing gradient models, the extended model shows superior performance in analyzing realistic shear band problems with rotation.

Acta Geotechnica
BOKU University (AT)
European Commission, Austrian Science Fund, Universität für Bodenkultur Wien
Openalex Percentile: Top 22%
Nonlocal and gradient elasticity in micro/nano structures
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