Computation of accurate solutions when using element-free Galerkin methods for solving structural problems. Issue 3 (2nd May 2017)

• Record Type: Journal Article
• Authors: Joldes, Grand Roman; Teakle, Peter; Wittek, Adam; Miller, Karol
• Is Part Of: Engineering computations. Volume 34:Issue 3(2017)
• Page Start: 902
• Page End: 920
• Publication Date: 2017-05-02
• Subjects: Adaptive quadrature -- Dynamic relaxation -- Element-free Galerkin methods -- Explicit integration -- Total Lagrangian formulation; Computer-aided engineering -- Periodicals; Computer graphics -- Periodicals; 620.00285
• DOI: 10.1108/EC-01-2016-0017
• Languages: English
• ISSNs: 0264-4401

Abstract

Abstract : Purpose: This paper aims to investigate the application of adaptive integration in element-free Galerkin methods for solving problems in structural and solid mechanics to obtain accurate reference solutions. Design/methodology/approach: An adaptive quadrature algorithm which allows user control over integration accuracy, previously developed for integrating boundary value problems, is adapted to elasticity problems. The algorithm allows the development of a convergence study procedure that takes into account both integration and discretisation errors. The convergence procedure is demonstrated using an elasticity problem which has an analytical solution and is then applied to accurately solve a soft-tissue extension problem involving large deformations. Findings: The developed convergence procedure, based on the presented adaptive integration scheme, allows the computation of accurate reference solutions for challenging problems which do not have an analytical or finite element solution. Originality/value: This paper investigates the application of adaptive quadrature to solid mechanics problems in engineering analysis using the element-free Galerkin method to obtain accurate reference solutions. The proposed convergence procedure allows the user to independently examine and control the contribution of integration and discretisation errors to the overall solution error. This allows the computation of reference solutions for very challenging problems which do not have an analytical or even a finite element solution (such as very large deformation problems).