{"title":"An accurate and robust quadrilateral shell element based on the Naghdi/Reissner/Mindlin shell theory","authors":"Qi Ran , Huan Zhang , She Li , Xiangyang Cui","doi":"10.1016/j.finel.2026.104526","DOIUrl":null,"url":null,"abstract":"<div><div>The DKMQ24 element, based on the Naghdi–Mindlin–Reissner shell theory, performs well in bending- and shear-dominated problems but remains sensitive to mesh distortion and suffers from in-plane shear locking. In this study, the membrane strain field is reconstructed using the Mixed Interpolation of Tensorial Components (MITC) method to reduce mesh sensitivity, and the Enhanced Assumed Strain (EAS) method is applied to alleviate in-plane shear locking. An improper bending approximation and the artificial stiffness for drilling rotation in DKMQ24 hindered the element from fully passing rigid-body tests; this issue is successfully resolved by adopting the standard bending strain formulation and redefining the drilling stiffness. Benchmark examples demonstrate that the enhanced DKMQ24 element eliminates in-plane shear locking, exhibits improved robustness against mesh distortion, and successfully passes rigid-body tests, providing a reliable and high-precision quadrilateral shell element for engineering applications.</div></div>","PeriodicalId":56133,"journal":{"name":"Finite Elements in Analysis and Design","volume":"256 ","pages":"Article 104526"},"PeriodicalIF":3.5000,"publicationDate":"2026-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Finite Elements in Analysis and Design","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0168874X26000168","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/2/4 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"MATHEMATICS, APPLIED","Score":null,"Total":0}
引用次数: 0
Abstract
The DKMQ24 element, based on the Naghdi–Mindlin–Reissner shell theory, performs well in bending- and shear-dominated problems but remains sensitive to mesh distortion and suffers from in-plane shear locking. In this study, the membrane strain field is reconstructed using the Mixed Interpolation of Tensorial Components (MITC) method to reduce mesh sensitivity, and the Enhanced Assumed Strain (EAS) method is applied to alleviate in-plane shear locking. An improper bending approximation and the artificial stiffness for drilling rotation in DKMQ24 hindered the element from fully passing rigid-body tests; this issue is successfully resolved by adopting the standard bending strain formulation and redefining the drilling stiffness. Benchmark examples demonstrate that the enhanced DKMQ24 element eliminates in-plane shear locking, exhibits improved robustness against mesh distortion, and successfully passes rigid-body tests, providing a reliable and high-precision quadrilateral shell element for engineering applications.
期刊介绍:
The aim of this journal is to provide ideas and information involving the use of the finite element method and its variants, both in scientific inquiry and in professional practice. The scope is intentionally broad, encompassing use of the finite element method in engineering as well as the pure and applied sciences. The emphasis of the journal will be the development and use of numerical procedures to solve practical problems, although contributions relating to the mathematical and theoretical foundations and computer implementation of numerical methods are likewise welcomed. Review articles presenting unbiased and comprehensive reviews of state-of-the-art topics will also be accommodated.