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.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
More From: Bulletin of Kazakh Leading Academy of Architecture and Construction
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.