Interface and phase-field dynamic quasi-brittle fracture of solids under tension or compression

A computational dynamic fracture model for multimaterials is described to provide crack-mode dependence including particular treatment when the load causes compression. The model also distinguishes between fracture in material and along interfaces. The former is simulated by the theory of phase-field fracture which causes material damage to occur in a thin material band introducing regularised cracks. The latter considers the interface to be a thin damageable adhesive layer with its own rule of degradation. In both cases internal variables are introduced for modelling. The computational approach is rendered from dynamic evolution equations based on the Hamilton principle adapted for dissipative systems. The calculations use a staggered time-stepping procedure and sequential quadratic programming algorithms together with a MATLAB finite element in-house code.

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Publication Details

Journal
Procedia Structural Integrity
Published
2025-01-01
DOI
https://doi.org/10.1016/j.prostr.2025.06.044
Primary Topic
Numerical methods in engineering
Type
article
Field-Weighted Citation Impact
0.00

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article

Interface and phase-field dynamic quasi-brittle fracture of solids under tension or compression

Roman Vodička
Procedia Structural Integrity
Numerical methods in engineering
article

Interface and phase-field dynamic quasi-brittle fracture of solids under tension or compression

Roman Vodička
article en

Abstract

A computational dynamic fracture model for multimaterials is described to provide crack-mode dependence including particular treatment when the load causes compression. The model also distinguishes between fracture in material and along interfaces. The former is simulated by the theory of phase-field fracture which causes material damage to occur in a thin material band introducing regularised cracks. The latter considers the interface to be a thin damageable adhesive layer with its own rule of degradation. In both cases internal variables are introduced for modelling. The computational approach is rendered from dynamic evolution equations based on the Hamilton principle adapted for dissipative systems. The calculations use a staggered time-stepping procedure and sequential quadratic programming algorithms together with a MATLAB finite element in-house code.

Procedia Structural IntegrityVol. 68
Technical University of Košice (SK)
Vedecká Grantová Agentúra MŠVVaŠ SR a SAV
Sustainable cities and communities
Openalex Percentile: Top 81%
Numerical methods in engineering
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