Název:	Higher order computational model considering the effects of transverse normal strain and 2-parameter elastic foundation for the bending of laminated panels
Autoři:	Sayyad, Atteshamuddin Shamshuddin Palekar, Shailesh P. Shinde, Bharti M.
Citace zdrojového dokumentu:	Applied and Computational Mechanics. 2023, vol. 17, no. 1, p. 53-70.
Datum vydání:	2023
Nakladatel:	University of West Bohemia
Typ dokumentu:	article
URI:	http://hdl.handle.net/11025/54294
ISSN:	1802-680X (Print) 2336-1182 (Online)
Klíčová slova:	laminované panely;2-parametrový základ;analýza ohybu;smyková deformace;příčné normální napětí;příčná smyková napětí
Klíčová slova v dalším jazyce:	laminated panels;2-parameter foundation;bending analysis;shear deformation;transverse normal strain;transverse shear stresses
Abstrakt v dalším jazyce:	In this study, the authors analyze laminated composite panels supported on an elastic foundation considering the effects of transverse normal strain. A 2-parameter, i.e., Winkler and Pasternak foundation model is assumed to represent the interaction between the panels and the foundation. The theory presented here takes into account the effects of transverse shear and normal strains. The theory plots realistic distributions of the transverse shear stress through the plate thickness and satisfies the shear-free conditions at the extreme surfaces of the panel. The differ ential equations of the present model are obtained from the principle of virtual work. The laminated composite panel resting on the elastic foundation is analyzed for simply supported boundary conditions. For the verifica tion purpose, the presented problems are also solved using the Reddy’s model, Mindlin’s model, and the classical model. Good agreement is observed between the numerical results obtained using the present model and the other models.
Práva:	© University of West Bohemia
Vyskytuje se v kolekcích:	Volume 17, number 1 (2023) Volume 17, number 1 (2023)

Všechny záznamy v DSpace jsou chráněny autorskými právy, všechna práva vyhrazena.