Modal analysis of plates resting on elastic foundation based on the first-order shear deformation theory and finite element method

This paper investigates the free vibration characteristics of plate structures supported by a Pasternak elastic foundation, utilizing the first-order shear deformation theory (FSDT). FSDT simplifies the plate theory by considering only first-order shear deformation, enhancing formulation simplicity...

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Bibliografische Detailangaben

Hauptverfasser:	Thanh Trung Nguyen, Hao Nhu Ha Le, Vay Siu Lo, Thien Tich Truong
Format:	Artigo
Sprache:	Inglês
Veröffentlicht:	Publishing House for Science and Technology 2024-10-01
Schriftenreihe:	Vietnam Journal of Mechanics
Schlagworte:	free vibration FSDT plate Pasternak foundation finite element method
Online-Zugang:	https://vjs.ac.vn/index.php/vjmech/article/view/21193
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