E. Oñate Author informationContact: onate@cimne.upc.eduInternational Centre for Numerical Methods in EngineeringUniversitat Politècnica de Catalunya - BarcelonaTech , J. Castro Author informationContact: jaime.castro@imdea.orgIMDEA Materials - Madrid Institute for Advanced Studies of Materials, Getafe 28906, Spain / Department of Material Science, Polytechnic University of Madrid, Madrid 28040, Spain
In this paper some adaptive mesh refinement (AMR) strategies for finite element analysis of structural problems are discussed. Two mesh optimality criteria based on the equal distribution of: (a) the global error, and (b) the specific error over the elements are studied. It is shown that the correct evaluation of the rate of convergence of the different error norms involved in the AMR procedures is essential to avoid oscillations in the refinement process. The behaviour of the different AMR strategies proposed is compared in the analysis of some structural problems.
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Published on 01/01/1990
DOI: 10.1007/978-3-662-10326-5_14Licence: CC BY-NC-SA license
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