Open AccessRESOLUTION EQUATIONS FOR THIN-WALLED STRUCTURES
Author(s) -
S.Kh. Dostanova,
K.E. Tokpanova,
B.K. Kusman
Publication year - 2022
Publication title -
k̦azak̦ bas sa̋ulet-k̦u̇rylys akademiâsynyn̦ habaršysy/k̦azak̦ memlekettìk sa̋ulet-k̦u̇rylys akademiâsynyn̦ habaršysy
Language(s) - English
Resource type - Journals
eISSN - 2788-6948
pISSN - 1680-080X
DOI - 10.51488/1680-080x/2022.1-21
Subject(s) - rod , slab , resolution (logic) , stress (linguistics) , stress–strain curve , materials science , layer (electronics) , structural engineering , mathematical analysis , mechanics , geometry , mathematics , physics , finite element method , composite material , computer science , engineering , philosophy , alternative medicine , pathology , artificial intelligence , medicine , linguistics
Various approaches and models to the study of the stress-strain state of thin-walled structures are considered. The theory of open profile rods developed by V.Z. Vlasov, and mathematical models of multilayer slabs. Resolving equations for a three-layer slab consisting of 2 rigid layers are given, the interlayer between them is considered as an elastic foundation with two characteristics.