Mesh Convergence Studies for Hexahedral Elements Developed by the ASME Special Working Group on Computational Modeling

Year
2013
Author(s)
Chi-Fung Tso - Arup
David P. Molitoris - Westinghouse Electric Company LLC
Michael Yaksh - NAC International
Spencer Snow - Idaho National Laboratory
Doug Ammerman - Sandia National Laboratories
Gordon S. Bjorkman - U.S. Nuclear Regulatory Commission
File Attachment
513.pdf269.85 KB
Abstract
The ASME Special Working Group on Computational Modeling for Explicit Dynamics was founded in August 2008 for the purpose of creating a quantitative guidance document for the development of finite element models used to analyze energy-limited events using explicit dynamics software. This document will be referenced in the ASME Code Section III, Division 3 and the next revision of NRC Regulatory Guide 7.6 as a means by which the quality of a finite element model may be judged. One portion of the document will be devoted to a series of element convergence studies that can aid designers in establishing the mesh refinement requirements necessary to achieve accurate results for a variety of different element types in regions of high plastic strain. These convergence studies will also aid reviewers in evaluating the quality of a finite element model and the apparent accuracy of its results. In this paper, the authors present the results of a convergence study for an impulsively loaded propped cantilever beam constructed of LS-DYNA hexahedral elements using both reduced and selectively reduced integration. Three loading levels are considered; the first maintains strains within the elastic range, the second induces moderate plastic strains, and the third produces large deformations and large plastic strains.