Published in Computers and StructuresVol. 79 (22-25), pp. 2151-2163, 2001
doi: 10.1016/S0045-7949(01)00067-0
Abstract
The basis of the finite point method (FPM) for the fully meshless solution of elasticity problems in structural mechanics is described. A stabilization technique based on a finite calculus procedure is used to improve the quality of the numerical solution. The efficiency and accuracy of the stabilized FPM in the meshless analysis of simple linear elastic structural problems is shown in some examples of applications.
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Published on 01/01/2001
DOI: 10.1016/S0045-7949(01)00067-0
Licence: CC BY-NC-SA license
Web of Science Core Collection® Times cited: 96
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