A physically and geometrically nonlinear scaled‐boundary‐based finite element formulation for fracture in elastomers. (15th July 2014)

• Record Type: Journal Article
• Authors: Behnke, R.; Mundil, M.; Birk, C.; Kaliske, M.
• Is Part Of: International journal for numerical methods in engineering. Volume 99:Number 13(2014)
• Page Start: 966
• Page End: 999
• Publication Date: 2014-07-15
• Subjects: Numerical analysis -- Periodicals; Engineering mathematics -- Periodicals; 620.001518
• DOI: 10.1002/nme.4714
• Languages: English
• ISSNs: 0029-5981

Abstract

<abstract abstract-type="main" id="nme4714-abs-0001"> <title>SUMMARY</title> <p id="nme4714-para-0001">This paper is devoted to the formulation of a plane scaled boundary finite element with initially constant thickness for physically and geometrically nonlinear material behavior. Special two‐dimensional element shape functions are derived by using the analytical displacement solution of the standard scaled boundary finite element method, which is originally based on linear material behavior and small strains. These 2D shape functions can be constructed for an arbitrary number of element nodes and allow to capture singularities (e.g., at a plane crack tip) analytically, without extensive mesh refinement. Mapping these proposed 2D shape functions to the 3D case, a formulation that is compatible with standard finite elements is obtained. The resulting physically and geometrically nonlinear scaled boundary finite element formulation is implemented into the framework of the finite element method for bounded plane domains with and without geometrical singularities. The numerical realization is shown in detail. To represent the physically and geometrically nonlinear material and structural behavior of elastomer specimens, the extended tube model and the Yeoh model are used. Numerical studies on the convergence behavior and comparisons with standard Q1P0 finite elements demonstrate the correct implementation and the advantages of the developed scaled boundary finite element. Copyright © 2014 John Wiley & Sons, Ltd.</p> </abstract>