Estimation of Fracture Parameters for Cracked Mindlin–Reissner Plates by a Hierarchical Quadrature Element Method

ABSTRACT This paper presents an integration of the hierarchical quadrature element method (HQEM), characterized by p ‐convergence, with the virtual crack closure method (VCCM) for evaluating stress resultant intensity factors of through‐cracked plates. A HQEM formulation, free from shear locking and applicable to both thin and moderately thick plates, is developed based on the Mindlin–Reissner plate theory. Building upon the conventional framework of VCCM, a universal formula for calculating fracture parameters is derived for the proposed element formulation with an arbitrary number of boundary nodes. Both the calculation formula and its corresponding numerical implementation are simple and straightforward. Several representative numerical examples demonstrate the accuracy and effectiveness of combining HQEM and VCCM for fracture parameter calculation in through‐cracked plates. Furthermore, the results indicate that a relatively coarse mesh is sufficient to obtain highly accurate moment and shear force intensity factors for cracked plates, whether thin or thick, thereby greatly simplifying the preprocessing procedure.

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Publication Details

Journal
Fatigue & Fracture of Engineering Materials & Structures
Published
2025-04-09
DOI
https://doi.org/10.1111/ffe.14642
Citations
1
Primary Topic
Numerical methods in engineering
Type
article
Field-Weighted Citation Impact
0.86

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article

Estimation of Fracture Parameters for Cracked Mindlin–Reissner Plates by a Hierarchical Quadrature Element Method

Wei Xiang, Bo Liu, Li Tan, S. Jack Hu
1 citations
Fatigue & Fracture of Engineering Materials & Structures
Numerical methods in engineering
0.86
article

Estimation of Fracture Parameters for Cracked Mindlin–Reissner Plates by a Hierarchical Quadrature Element Method

Wei Xiang, Bo Liu, Li Tan, S. Jack Hu
article en
1 citations

Abstract

ABSTRACT This paper presents an integration of the hierarchical quadrature element method (HQEM), characterized by p ‐convergence, with the virtual crack closure method (VCCM) for evaluating stress resultant intensity factors of through‐cracked plates. A HQEM formulation, free from shear locking and applicable to both thin and moderately thick plates, is developed based on the Mindlin–Reissner plate theory. Building upon the conventional framework of VCCM, a universal formula for calculating fracture parameters is derived for the proposed element formulation with an arbitrary number of boundary nodes. Both the calculation formula and its corresponding numerical implementation are simple and straightforward. Several representative numerical examples demonstrate the accuracy and effectiveness of combining HQEM and VCCM for fracture parameter calculation in through‐cracked plates. Furthermore, the results indicate that a relatively coarse mesh is sufficient to obtain highly accurate moment and shear force intensity factors for cracked plates, whether thin or thick, thereby greatly simplifying the preprocessing procedure.

Fatigue & Fracture of Engineering Materials & StructuresVol. 48(7)
Southwest Jiaotong University (CN), Beihang University (CN)
National Natural Science Foundation of China, Aeronautical Science Foundation of China, Natural Science Foundation of Sichuan Province
Openalex Percentile: Top 32%
Numerical methods in engineering
0.86
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Estimation of Fracture Parameters for Cracked Mindlin–Reissner Plates by a Hierarchical Quadrature Element Method — Wei Xiang, Bo Liu, et al. · Fatigue & Fracture of Engineering Materials & Structures (2025) | TGRS Research Map | TGRS