1997
DOI: 10.1002/(sici)1097-0207(19971030)40:20<3689::aid-nme233>3.0.co;2-e
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A Chebyshev collocation multidomain method to solve the Reissner-Mindlin equations for the transient response of an anisotropic plate subjected to impact

Abstract: The transient response of an anisotropic rectangular plate subjected to impact is described through a Chebyshev collocation multidomain discretization of the Reissner-Mindlin plate equations. The trapezoidal rule is used for time-integration. The spatial collocation derivative operators are represented by matrices, and the subdomains are patched by natural and essential conditions. At each time level the resulting governing matrix equation is reduced by two consecutive block Gaussian eliminations, so that an e… Show more

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Cited by 5 publications
(4 citation statements)
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“…Each subdomain of the meridional cross-section is discretized using the Gauss-Lobatto-Chebyshev collocation points. The discretization is taken from a previous paper by the present author [3]. Thus, let there in each subdomain be M +1 points in the x-direction and N +1 points in the y-direction.…”
Section: Discretization and Patchingmentioning
confidence: 99%
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“…Each subdomain of the meridional cross-section is discretized using the Gauss-Lobatto-Chebyshev collocation points. The discretization is taken from a previous paper by the present author [3]. Thus, let there in each subdomain be M +1 points in the x-direction and N +1 points in the y-direction.…”
Section: Discretization and Patchingmentioning
confidence: 99%
“…Also the patching is inspired by that of Kjellmert [3], and side points and corner points are treated separately, as in [3]. Some side points are on the outer boundary of the cross-section (the point p A ij belongs to subsection A, and p A ij ∈ S ext ), and others are shared by two subdomains (p A ij is physically the same point as p B kl for subdomains A and B (=A + 1), and some index pairs (i; j) and (k; l), and p A ij ∈ S int ).…”
Section: Side Points (S)mentioning
confidence: 99%
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