DEFORMATION AND BOUNDARY CONDITIONS OF COMPOSITE REINFORCED CONCRETE SLABS

dc.contributor.author	Dusmatov A.D
dc.date.accessioned	2025-12-29T12:12:26Z
dc.date.issued	2025-12-22
dc.description.abstract	The paper is devoted to the study of the stress-strain state (SSS) of reinforced concrete composite-reinforced double-layer combined slabs. The derivation of equations and formulation of boundary conditions are given, taking into account the interlayer shear and the compliance of the adhesive joint. The analysis of the influence of the geometric and physical parameters of double-layer combined slabs on the SSS is presented
dc.format	application/pdf
dc.identifier.uri	https://westerneuropeanstudies.com/index.php/1/article/view/3159
dc.identifier.uri	https://asianeducationindex.com/handle/123456789/18566
dc.language.iso	eng
dc.publisher	Western European Studies
dc.relation	https://westerneuropeanstudies.com/index.php/1/article/view/3159/2204
dc.rights	Copyright (c) 2025 Western European Journal of Modern Experiments and Scientific Methods
dc.rights	https://creativecommons.org/licenses/by-nc/4.0
dc.source	Western European Journal of Modern Experiments and Scientific Methods; Vol. 3 No. 12 (2025): WEJMESM; 171-177
dc.source	2942-1896
dc.subject	adhesive joint
dc.subject	combined slabs
dc.subject	formulation
dc.title	DEFORMATION AND BOUNDARY CONDITIONS OF COMPOSITE REINFORCED CONCRETE SLABS
dc.type	info:eu-repo/semantics/article
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	Peer-reviewed Article

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