{"title":"Estimation of Fracture Parameters for Cracked Mindlin–Reissner Plates by a Hierarchical Quadrature Element Method","authors":"Wei Xiang, Lisong Tan, Sihua Hu, Bo Liu","doi":"10.1111/ffe.14642","DOIUrl":null,"url":null,"abstract":"<div>\n \n <p>This paper presents an integration of the hierarchical quadrature element method (HQEM), characterized by <i>p</i>-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.</p>\n </div>","PeriodicalId":12298,"journal":{"name":"Fatigue & Fracture of Engineering Materials & Structures","volume":"48 7","pages":"2868-2882"},"PeriodicalIF":3.2000,"publicationDate":"2025-04-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Fatigue & Fracture of Engineering Materials & Structures","FirstCategoryId":"88","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1111/ffe.14642","RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0
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.
期刊介绍:
Fatigue & Fracture of Engineering Materials & Structures (FFEMS) encompasses the broad topic of structural integrity which is founded on the mechanics of fatigue and fracture, and is concerned with the reliability and effectiveness of various materials and structural components of any scale or geometry. The editors publish original contributions that will stimulate the intellectual innovation that generates elegant, effective and economic engineering designs. The journal is interdisciplinary and includes papers from scientists and engineers in the fields of materials science, mechanics, physics, chemistry, etc.