The Behavior of Column during Constrained Buckling Process

Xiu Gen Wu; Bai Lin Zheng; Peng Fei He; Shu Guang Liu

doi:10.4028/www.scientific.net/AMM.166-169.385

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169The Behavior of Column during Constrained Buckling...

The Behavior of Column during Constrained Buckling Process

Abstract:

The elastic Euler buckling of an inextensible column is confined in a plane, and subject to fixed end displacement, in the presence of rigid, frictionless side-walls which constrain overall lateral displacements. The whole deflection is divided into some typical columns because of the symmetry. The governing equations of constrained buckling mode and deflection about axial load are deduced, based on linearized differential equation of beam. Point and line contact models are introduced to describe the behavior of the column in constrained buckling process, including load capacity, buckling wave and reaction force. The analysis on the deflection of column is helpful to the research about possible post-buckling paths.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

385-391

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.385

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Online since:

May 2012

Authors:

Xiu Gen Wu, Bai Lin Zheng, Peng Fei He, Shu Guang Liu

Keywords:

Column, Constrained Buckling, Line Contact, Point Contact

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