Application of Mesh-free Methods in Transient Dynamic Analysis of Orthotropic Plates

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21220%2F14%3A00221488" target="_blank" >RIV/68407700:21220/14:00221488 - isvavai.cz</a>
Alternative codes found
RIV/44555601:13420/14:43886429
Result on the web
<a href="http://journal.strojirenskatechnologie.cz/archiv.html" target="_blank" >http://journal.strojirenskatechnologie.cz/archiv.html</a>
DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Application of Mesh-free Methods in Transient Dynamic Analysis of Orthotropic Plates
Original language description
The requirements for losing the weight and increasing the strength and carrying capacity of the plane and space structures are constantly growing. The one of the way how to meet demands is to use the layered shell composite structures. They could be applied not only in mechanical engineering (containers, pressure vessels, etc.) but also in the civil engineering (cooling towers, roofs, etc.). The article deals with computation procedure of shell and plates using meshless methods. A mesh-free local Petrov-Galerkin (MLPG) method is applied to solve laminate plate problems described by the Reissner-Mindlin theory. Two projection methods are developed to generate the shell surface using the Lagrangian mesh-free interpolations. The bending moment and the shear force expressions are obtained by integration through the laminated plate for the considered constitutive equations in each lamina. The Reissner-Mindlin theory reduces the original three-dimensional (3-D) thick plate problem to a two-d
Czech name
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Czech description
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Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
BI - Acoustics and oscillation
OECD FORD branch
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Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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