RESOLUTION EQUATIONS FOR THIN-WALLED STRUCTURES

2022

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DOI 10.51488/1680-080x/2022.1-21
Data confidence 70 medium
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Abstract

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.