Paper Title:
Dynamic Buckling Equations and the Maximum Lower Limit Formula of an Elastic Column under Axial Loading
  Abstract

Dynamic flexural buckling equations in large deflection for an elastic column with the effects of axial inertia and rotary inertia are derived via the principle of minimum acceleration for continua at finite deformation. The maximum lower limit formula for critical dynamic buckling load is obtained by eigenvalue analysis for rudimental buckling equation. It is found that the expression is same as the static Euler limit.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
209-213
DOI
10.4028/www.scientific.net/AMR.243-249.209
Citation
F. Xi, Y. Zhang, Y. Zhang, "Dynamic Buckling Equations and the Maximum Lower Limit Formula of an Elastic Column under Axial Loading", Advanced Materials Research, Vols. 243-249, pp. 209-213, 2011
Online since
May 2011
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