Modelling the evolution of fracture process zone considering strain rate effect

This paper highlights the importance of strain rate effects at the meso scale of the Fracture Process Zone (FPZ) on macro responses through a numerical approach employing a new coupled damage-plasticity model for the simulation of a three-point bending test on quasi-brittle materials using the SPH (Smoothed Particle Hydrodynamics). The strain rate effect is handled by enhancing the flow rules with a Perzyna-type rate-dependent formulation. This enhancement improves the capability of the model to describe constitutive behaviour under varying strain rates, with results showing that the rate-dependent formulation can capture the increase in flexural strength at higher loading velocities. While both rate-dependent and rate-independent models lead to comparable strain rates inside the FPZ as applied loading velocity changes, the peak loads vary significantly. This simulation result highlights strong dynamic effects inside the FPZ that can influence the macro response, even in quasi-static loading conditions, encouraging future experimental work to investigate this connection.

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Publication Details

Journal
Procedia Structural Integrity
Published
2025-01-01
DOI
https://doi.org/10.1016/j.prostr.2025.06.027
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
0.00

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article

Modelling the evolution of fracture process zone considering strain rate effect

Giang Dinh Nguyen, Dat G. Phan, Nhan T. Nguyen, Murat Karakus et al.
4 links
Procedia Structural Integrity
Rock Mechanics and Modeling
article

Modelling the evolution of fracture process zone considering strain rate effect

Giang Dinh Nguyen, Dat G. Phan, Nhan T. Nguyen, Murat Karakus, Ha H. Bui
article en

Abstract

This paper highlights the importance of strain rate effects at the meso scale of the Fracture Process Zone (FPZ) on macro responses through a numerical approach employing a new coupled damage-plasticity model for the simulation of a three-point bending test on quasi-brittle materials using the SPH (Smoothed Particle Hydrodynamics). The strain rate effect is handled by enhancing the flow rules with a Perzyna-type rate-dependent formulation. This enhancement improves the capability of the model to describe constitutive behaviour under varying strain rates, with results showing that the rate-dependent formulation can capture the increase in flexural strength at higher loading velocities. While both rate-dependent and rate-independent models lead to comparable strain rates inside the FPZ as applied loading velocity changes, the peak loads vary significantly. This simulation result highlights strong dynamic effects inside the FPZ that can influence the macro response, even in quasi-static loading conditions, encouraging future experimental work to investigate this connection.

Procedia Structural IntegrityVol. 68
Monash University (AU), The University of Adelaide (AU)
University of Adelaide
Openalex Percentile: Top 81%
Rock Mechanics and Modeling
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