Nonlinear asymptotic analysis in elastica of straight bars—analytical parametric solutions

Abstract

It is shown that by a series of admissible functional transformations the already derived (third-order) strongly nonlinear ordinary differential equation (ODE), describing the elastica buckling analysis of a straight bar under its own weight [Int. J. Solids Struct. 24(12), 1179-1192, 1988, The Theory of Elastic Stability, McGraw-Hill, New York, 1961], is reduced to a first-order nonlinear integrodifferential equation. The absence of exact analytic solutions of the reduced equation leads to the conclusion that there are no exact analytic solutions in terms of known (tabulated) functions of this elastica buckling problem. In the limits of large or small values of the slope of the deflected elastica, we expand asymptotically the above integrodifferential equation to nonlinear ODEs of the Emden-Fowler or Abel nonlinear type. In these cases, using the solution methodology recently developed in Panayotounakos [Appl. Math. Lett. 18:155-162, 2005] and Panayotounakos and Kravvaritis [Nonlin. Anal. Real World Appl., 7(2):634-650, 2006], we construct exact implicit analytic solutions in parametric form of these types of equations and thus approximate implicit analytic solutions of the original elastica buckling nonlinear ODE.

Stability Analysis of Nonlocal Elastic Columns with Initial Imperfection

“…The remarkable accuracy of this method was also demonstrated in dealing with the tip loaded cantilever elastica and plastica problems [44]. Besides, with the help of a series of admissible functional transformations, Andriotaki et al [45] furnished an implicit analytical solution for the elastica problem of a cantilever bar due to its own weight.…”