A new reduced integration solid‐shell element based on EAS and ANS with hourglass stabilization. (10th June 2015)

• Record Type: Journal Article
• Authors: Li, Qiaomin; Liu, Yuqi; Zhang, Zhibing; Zhong, Wen
• Is Part Of: International journal for numerical methods in engineering. Volume 104:Number 8(2015)
• Page Start: 805
• Page End: 826
• Publication Date: 2015-06-10
• Subjects: Numerical analysis -- Periodicals; Engineering mathematics -- Periodicals; 620.001518
• DOI: 10.1002/nme.4958
• Languages: English
• ISSNs: 0029-5981

Abstract

<abstract abstract-type="main" id="nme4958-abs-0001"> <title>Summary</title> <p id="nme4958-para-0001">In this paper, a novel reduced integration eight‐node solid‐shell finite element formulation with hourglass stabilization is proposed. The enhanced assumed strain method is adopted to eliminate the well‐known volumetric and Poisson thickness locking phenomena with only one internal variable required. In order to alleviate the transverse shear and trapezoidal locking and correct rank deficiency simultaneously, the assumed natural strain method is implemented in conjunction with the Taylor expansion of the inverse Jacobian matrix. The projection of the hourglass strain‐displacement matrix and reconstruction of its transverse shear components are further employed to avoid excessive hourglass stiffness. The proposed solid‐shell element formulation successfully passes both the membrane and bending patch tests. Several typical examples are presented to demonstrate the excellent performance and extensive applicability of the proposed element. Copyright © 2015 John Wiley &amp; Sons, Ltd.</p> </abstract>