作者: M.A. Vaz , G.H.W. Mascaro
DOI: 10.1016/J.IJNONLINMEC.2004.12.002
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摘要: Abstract This article presents the behavior of slender elastic rods subjected to axial terminal forces and self-weight. The mathematical formulation is presented, a solution sought for double-hinged boundary condition analysis carried out different values non-dimensional weight. derives from geometrical compatibility, equilibrium moments constitutive relations yielding set six first order non-linear ordinary differential equations with conditions specified at both ends, which characterizes complex two-point value problem. Furthermore, perturbation method used find critical buckling loads initial post-buckling solutions. A numerical integration scheme based on three parameter shooting employed in