Probabilistic Identification of Parameters in Dynamic Fracture Propagation

ABSTRACT In this paper, we propose a novel multiphase approach for identifying input parameters in dynamic fracture propagation. Often, such parameters are partially known and uncertain with incomplete input data, resulting in challenges in predicting a reliable dynamic failure response. To address this, we employ a stochastic Bayesian inverse method to estimate input parameters in three distinct phases of a fracture model. As a case study, we analyze a virtual version of Kalthoff's dynamic fracture propagation test using a finite element model enhanced with embedded strong discontinuities, where cracks propagate in a mixed‐mode manner, to demonstrate the effectiveness and robustness of the proposed method. The approach successfully identifies six material parameters, including the bulk modulus, shear modulus, tensile strength, shear strength, and the modes I and II fracture energies. Through different time intervals and measurements in each phase, our results show that the computed posterior mean values are closely aligned with the true parameters of the material, validating the reliability and accuracy of the method.

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Publication Details

Journal
International Journal for Numerical Methods in Engineering
Published
2026-02-13
DOI
https://doi.org/10.1002/nme.70282
Primary Topic
Numerical methods in engineering
Type
article
Field-Weighted Citation Impact
0.00

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article

Probabilistic Identification of Parameters in Dynamic Fracture Propagation

Andjelka Stanić, Noémi Friedman, Mijo Nikolić, Hermann G. Matthies
International Journal for Numerical Methods in Engineering
Numerical methods in engineering
article

Probabilistic Identification of Parameters in Dynamic Fracture Propagation

Andjelka Stanić, Noémi Friedman, Mijo Nikolić, Hermann G. Matthies
article en

Abstract

ABSTRACT In this paper, we propose a novel multiphase approach for identifying input parameters in dynamic fracture propagation. Often, such parameters are partially known and uncertain with incomplete input data, resulting in challenges in predicting a reliable dynamic failure response. To address this, we employ a stochastic Bayesian inverse method to estimate input parameters in three distinct phases of a fracture model. As a case study, we analyze a virtual version of Kalthoff's dynamic fracture propagation test using a finite element model enhanced with embedded strong discontinuities, where cracks propagate in a mixed‐mode manner, to demonstrate the effectiveness and robustness of the proposed method. The approach successfully identifies six material parameters, including the bulk modulus, shear modulus, tensile strength, shear strength, and the modes I and II fracture energies. Through different time intervals and measurements in each phase, our results show that the computed posterior mean values are closely aligned with the true parameters of the material, validating the reliability and accuracy of the method.

International Journal for Numerical Methods in EngineeringVol. 127(4)
HUN-REN Institute for Computer Science and Control (HU), University of Split (HR), Technische Universität Braunschweig (DE), University of Twente (NL)
European Commission, Hrvatska Zaklada za Znanost, HORIZON EUROPE Framework Programme, European Regional Development Fund
Openalex Percentile: Top 55%
Numerical methods in engineering
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