ERRORS IN QUANTITIES OF INTEREST IN THE LAMINATED PLATE BENDING PROBLEM USING HIERARCHIC SETS OF BASIS FUNCTIONS IN GFEM
DOI:
https://doi.org/10.26512/ripe.v2i14.21371Palavras-chave:
Strict error bounds estimation. Generalized Finite Element Method. Admissible stress field. Element Equilibrated Technique. Laminated plate Mindlin model.Resumo
A formulation for error estimation is developed for the bending problem of composite laminated plates based on the Mindlin-Reissner kinematic model discritized by the Generalized Finite Element Method (GFEM). The error estimation process starts with an upper bound in energy norm, which is obtained following the basic CRE (Constitutive Relation Error) framework of the Ladev`eze formulation, that is, the estimate is obtained from a statically admissible stress field computed at element level in a Neumann problem where the element boundary forces are equilibrated. The authors have previously shown that an accurate description of the in plane stresses in a laminate is essential to obtain an accurate approximation to the transverse shear stresses at the layers interfaces. Since important failure modes in laminated composite plates, like the delamination, are linked to the transverse stresses, it is essential to develop both, accurate post-processing procedures to compute improved transverse stresses, and also estimate techniques for the discretization errors. The first condition is adequately satisfied by GFEM.
Therefore, the aim of the present work is to extend the general CRE technology to develop formulations to estimation of errors in Quantity of Interest (QI) identified preferably with the stress field in the laminated plate problem. One of the steps necessary in the CRE procedure is the computation of and admissible stress field in each element, in a Neumann problem where the boundary forces have been previously equilibrated. For a GFEM basis with high order enrichment, adequate procedures have to be sought. Here we use one single higher order finite element, based on displacement FEM, to obtain an approximation to the equilibrated field. The formulation is implemented for arbitrary degree of the basis, which allows an arbitrarily close approximation to the equilibrium condition. The sharpness of the QI’s error bounds is increased with the accuracy of the primal and dual global energy norm of errors. In the present work we investigate the effectiveness of a local GFEM p-enrichment as a tool to improve the approximability of the model in capturing the local gradients which characterizes response of the dual loading. The GFEM p-enrichment is implemented in a simple and straightforward way, as opposed to some other possible forms of enrichment, e.g. local h-refinement or a sub-domain approach. Numerical tests are performed to asses the effect of the different parameters in the modeling over the errors in the quantities of interest.
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Referências
Barros, F. B., de Barcellos, C. S., Duarte, C. A. & Torres, D. A., 2013. Subdomain-based error techniques for generalized finite element approximations of problems with singular stress fields. Computational Mechanics, 52(6), pp. 1395-1415.
Benoit, C., Coorevits, P. & Pelle, J. P., 1999. Error estimation for plate structures: application using the DKT element. Engineering Computations, 16(5), pp.584-600.
Carstensen, C. & Sch¨oberl, J., 2006. Residual-based a posteriori error estimate for a mixed Reissner-Mindlin plate finite element method. Numerische Mathematik, 103(2), pp.225- 250.
Da Veiga, L. B., Niiranen, J. & Stenberg, R., 2013. A posteriori error analysis for the postprocessed MITC plate elements. SIAM Journal on Numerical Analysis, 51(1), pp.1-23.
D´Ä±ez, P., Jos Rdenas, J. & Zienkiewicz, O. C., 2007. Equilibrated patch recovery error estimates: simple and accurate upper bounds of the error. International Journal for Numerical Methods in Engineering, 69(10), pp.2075-2098.
Dobyns, A. L., 1981. Analysis of simply-supported orthotropic plates subject to static and dynamic loads. AiAA Journal, 19(5), pp.642-650.
Ladev`eze, P., 1975. Comparison of models of continuum media. These de doctorat d’etat, Universit´e Pierre et Marie Curie, Paris.
Ladev`eze, P. & Chamoin, L., 2010. Calculation of strict error bounds for finite element approximations of non-linear pointwise quantities of interest, International Journal for Numerical Methods in Engineering, 84, 1638-1664.
Ladev`eze, P., & Pelle, J. P., 2005. Mastering calculations in linear and nonlinear mechanics.
F. F. Ling, E. F. Gloyna, & W. H. Hart (Eds.). New York, NY: Springer. Berlin.
Ladev`eze, P. & Rougeot, P., 1997. New advances on a posteriori error on constitutive relation in fe analysis. Computer Methods in Applied Mechanics and Engineering, 150(1), pp.239- 249.
Mendonc¸a, P. T. R., de Barcellos, C. S., & Torres, D. A. F., 2011. Analysis of anisotropic Mindlin plate model by continuous and non-continuous GFEM. Finite Elements in Analysis and Design, v. 47, n. 7, p. 698-717.
Mendonc¸a, P. T. R., de Barcellos, C. S., & Torres, D. A. F., 2013. Robust Ck/C0 generalized FEM approximations for higher-order conformity requirements: Application to Reddy’s HSDT model for anisotropic laminated plates. Composite Structures, v. 96, p. 332-345.
Oden, J. T. & Prudhomme, S., 2002. Estimation of modeling error in computational mechanics, Journal of Computational Physics, 182, 496-515.
Par´es, N., D´Ä±ez, P., & Huerta, A., 2006. Subdomain-based flux-free a posteriori error estimators. Computer Methods in Applied Mechanics and Engineering, 195(4), pp.297-323.
Pelle, J.P., 1995. Sur la maˆÄ±trise des calculs El´ements Finis: ´etat actuel et persperctives. Paris Actes du deuxi`eme colloque national en calcul des structures, Giens, Franc¸a, 43-54, 1995.
Prager, W. & Synge, J.L., 1947. Approximations in elasticity based on the concept of function space. Quarterly of Applied Mathematics, 5(3), pp.241-269.
Zienkiewicz, O. C. and Zhu, J. Z., 1992. The superconvergent patch recovery and a-posteriori error estimates. Part 1: The recovery technique. International Journal for Numerical Methods in Engineering, 33(7), pp.1331-1364.
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