Refined model of elastic-plastic behavior of longitudinally reinforced curved wall-beam under dynamic loading

An initial-boundary value problem is formulated to describe the dynamic behavior of flexible longitudinally reinforced wall-beams of the lesser curvature. Mechanical behavior of materials of composition of the beams is described by the equations of the theory of plasticity with isotropic hardening....

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Bibliographic Details
Main Author: Andrei P. Yankovskii
Format: Article
Language:English
Published: Samara State Technical University 2017-11-01
Series:Vestnik Samarskogo Gosudarstvennogo Tehničeskogo Universiteta. Seriâ: Fiziko-Matematičeskie Nauki
Subjects:
Online Access:http://mi.mathnet.ru/eng/vsgtu1539