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

Abstract:

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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 et al., "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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Price:

$35.00

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