Summary
A self-adaptive p-hierarchicaltechnique is developed for boundary element solutions in elastostatics. The hierachical concept is presented. The Somigliana’s identity is used to define the error estimator and the error indicators. An adaptive scheme based on these error parameters is used to analyse some two-dimensional classic problems of the Theory of Elasticity.
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Parreira, P. (1987). Self-Adaptive P-Hierarchical Boundary Elements in Elastostatics. In: Brebbia, C.A., Wendland, W.L., Kuhn, G. (eds) Mathematical and Computational Aspects. Boundary Elements IX, vol 9/1. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-21908-9_23
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DOI: https://doi.org/10.1007/978-3-662-21908-9_23
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