Bending Analysis of Rectangular Thick Plates with Partially Clamped Edges Based on Reissner Theory

In structural engineering practice, the problem of thick plate bending occurs in designing shelters, foundations of high-rise buildings, counter-slabs, etc. In such cases, neglecting shear deformation can lead to significant errors in predicted behavior, especially when a plate is subjected to a con...

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Autores principales:	Biljana Mladenović, Stepa Paunović, Andrija Zorić, Žarko Petrović, Bojan Milošević
Formato:	Artigo
Lenguaje:	Inglês
Publicado:	MDPI AG 2026-04-01
Colección:	Applied Mechanics
Materias:	thick elastic plate Reissner theory of plate bending partially clamped edge rotational fixity factor
Acceso en línea:	https://www.mdpi.com/2673-3161/7/2/31
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