MESH CONVERGENCE STUDIES FOR THIN SHELL ELEMENTS DEVELOPED BY THE ASME TASK GROUP ON COMPUTATIONAL MODELING

Year
2010
Author(s)
Gordon S. Bjorkman, Jr. - U.S. Nuclear Regulatory Commission
David P. Molitoris - Westinghouse Electric Company LLC
Doug Ammerman - Sandia National Laboratories
Ginny Broz - Bettis Laboratory
Jeff Jordon - Savannah River National Laboratory
Peter Shih - Transnuclear
Spencer Snow - Idaho National Laboratory
Chi-Fung Tso - Arup
Michael Yaksh - NAC International
Abstract
The ASME Task 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 elements 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 thin shell elements using both reduced and full 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.