Dynamic Analysis of Functionally Graded Plates and Shells by Radial Basis Functions

A meshless numerical method with a first-order shear deformation theory is used to study the linear transient response of functionally graded plates and shells. The present meshless method is based on the combination of pseudospectral methods and a collocation method with radial basis functions. A N...

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Published inMechanics of advanced materials and structures Vol. 17; no. 8; pp. 636 - 652
Main Authors Roque, Carla M. C., Ferreira, António J. M., Neves, Ana M. A., Fasshauer, Greg E., Soares, Cristóvão M. M., Jorge, Renato M. N
Format Journal Article
LanguageEnglish
Published Taylor & Francis Group 23.11.2010
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Summary:A meshless numerical method with a first-order shear deformation theory is used to study the linear transient response of functionally graded plates and shells. The present meshless method is based on the combination of pseudospectral methods and a collocation method with radial basis functions. A Newmark algoritm is used to advance the analysis in time. Results obtained are compared with analytical solutions.
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ISSN:1537-6494
1537-6532
DOI:10.1080/15376494.2010.518932