Abstract:
Three-dimensional equations of the elasticity theory for layered beams are solved by the method of asymptotic splitting without additional hypotheses or restrictions.
Citation:
G. L. Gorynin, Yu. V. Nemirovskii, “Longitudinal–transverse bending of layered beams in a three-dimensional formulation”, Prikl. Mekh. Tekh. Fiz., 45:6 (2004), 133–143; J. Appl. Mech. Tech. Phys., 45:6 (2004), 885–893
This publication is cited in the following 4 articles:
A. G. Gorynin, G. L. Gorynin, S. K. Golushko, “Study of constrained torsion of thin-walled open profile rods using the asymptotic splitting method”, J. Appl. Mech. Tech. Phys., 65:3 (2024), 502–518
S. V. Tikhonov, “The Limit State of a Multilayered Physically Nonlinear Concrete Rods”, Mech. Solids, 59:7 (2024), 3803
A. V. Mishchenko, “Stress-strain state of rod with heterogeneous structure (Novosibirsk)”, Vestnik Tomskogo gosudarstvennogo arhitekturno-stroitelnogo universiteta, 25:6 (2023), 113
A.P. Yankovskii, “Refinement of the asymptotic expansions when solving the spatial problem of the bending and twisting of composite bars”, Journal of Applied Mathematics and Mechanics, 79:5 (2015), 475