2021
DOI: 10.1016/j.apm.2021.03.007
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Simple and robust element-free Galerkin method with almost interpolating shape functions for finite deformation elasticity

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Cited by 18 publications
(8 citation statements)
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References 43 publications
(38 reference statements)
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“…This fact shows us that the share of nodes in the vicinity of the node of interest is lower. The nodes in the immediate vicinity of the node of interest have the largest share [6], [7]. Such a situation is preferable for the description of phenomena with a strong local character, as it is the case of impact problems in general and high speed impact in particular [4], [5].…”
Section: Silvia Marzavanmentioning
confidence: 99%
“…This fact shows us that the share of nodes in the vicinity of the node of interest is lower. The nodes in the immediate vicinity of the node of interest have the largest share [6], [7]. Such a situation is preferable for the description of phenomena with a strong local character, as it is the case of impact problems in general and high speed impact in particular [4], [5].…”
Section: Silvia Marzavanmentioning
confidence: 99%
“…For any point xnormalΩ, IMMLS function uh()x is used to approximate the unknown field variable u()x. 44 uh()xgoodbreak=j=1mpj()xaj()xgoodbreak=PT()xa()x, where PT()x=[],,,p1()xp2()xpm()x (‘ T ’ means ‘matrix transpose’) are basis functions and a()x is a vector containing the coefficients aj()x ()j=1,2,,m, with m being the number of terms in the vector of basis function PT()x. These coefficients are calculated from the minimisation of an error functional J, which is defined based on the weighted least squares errors and including additional constraints on the coefficient α corresponding to the second‐degree monomials in the basis 28,44 trueJx=i=1n()uh()xigoodbreak−u()xi2Wdi+μx2αx22+μy2ay22+μz2αz22...…”
Section: Numerical Modelmentioning
confidence: 99%
“…The components of the vector μ=[]μx20.25emμy20.25emμz20.25emμxy0.25emμxz0.25emμyz0.25em are positive weights 46 (in this study, weights are small, μx2=μy2=μz2=μxy=μxz=μyz=107) for the additional constraints. The weight function is defined as 44,45 : W()digoodbreak=()dir2+ε21+ε2ε21+ε2. where r is the influence domain radius and ε=105 is a regularisation parameter.…”
Section: Numerical Modelmentioning
confidence: 99%
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