Combination of Element Subdiscretization, Singular Element, and Displacement Jump Enrichment for Simulating Progressive Elastoplastic Fracture

ABSTRACT In this study, a strategy combining element subdiscretization, singular element, and displacement jump enrichment was developed to simulate crack propagation in elastoplastic materials. The background element mesh is independent of the crack path. The element enveloping the crack tip is subdiscretized to subtriangular quarter‐point singular elements to represent the singularity there. The elements fully or partly split by the crack were enriched with the Heaviside function to reflect the displacement discontinuity across the two sides of the crack. The proposed method possesses an attractive advantage of being able to employ nearly all the available nonlinear models of finite element method (FEM) directly in crack tip region by using stress singular element instead of asymptotic singular function. Here, the Gurson–Tvergaard–Needleman (GTN) model was employed as crack growth law in elastoplastic materials. The proposed strategy was validated by several numerical simulations of crack propagation in elastoplastic materials including scenarios of mixed fracture mode and nonmonotonic loads.

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Publication Details

Journal
Fatigue & Fracture of Engineering Materials & Structures
Published
2025-02-20
DOI
https://doi.org/10.1111/ffe.14606
Primary Topic
Numerical methods in engineering
Type
article
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article

Combination of Element Subdiscretization, Singular Element, and Displacement Jump Enrichment for Simulating Progressive Elastoplastic Fracture

Yinxuan Zhang, Fei Yu, Chuwei Zhou, Zhongxiao Zhang
Fatigue & Fracture of Engineering Materials & Structures
Numerical methods in engineering
article

Combination of Element Subdiscretization, Singular Element, and Displacement Jump Enrichment for Simulating Progressive Elastoplastic Fracture

Yinxuan Zhang, Fei Yu, Chuwei Zhou, Zhongxiao Zhang
article en

Abstract

ABSTRACT In this study, a strategy combining element subdiscretization, singular element, and displacement jump enrichment was developed to simulate crack propagation in elastoplastic materials. The background element mesh is independent of the crack path. The element enveloping the crack tip is subdiscretized to subtriangular quarter‐point singular elements to represent the singularity there. The elements fully or partly split by the crack were enriched with the Heaviside function to reflect the displacement discontinuity across the two sides of the crack. The proposed method possesses an attractive advantage of being able to employ nearly all the available nonlinear models of finite element method (FEM) directly in crack tip region by using stress singular element instead of asymptotic singular function. Here, the Gurson–Tvergaard–Needleman (GTN) model was employed as crack growth law in elastoplastic materials. The proposed strategy was validated by several numerical simulations of crack propagation in elastoplastic materials including scenarios of mixed fracture mode and nonmonotonic loads.

Fatigue & Fracture of Engineering Materials & StructuresVol. 48(5)
Shenyang Aerospace University (CN), Nanjing University of Aeronautics and Astronautics (CN)
Peace, Justice and strong institutions
Openalex Percentile: Top 97%
Numerical methods in engineering
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Combination of Element Subdiscretization, Singular Element, and Displacement Jump Enrichment for Simulating Progressive Elastoplastic Fracture — Yinxuan Zhang, Fei Yu, et al. · Fatigue & Fracture of Engineering Materials & Structures (2025) | TGRS Research Map | TGRS