Dynamic Behavior of Supercritically Loaded Struts
- 1 October 1962
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Engineering Mechanics Division
- Vol. 88 (5) , 41-65
- https://doi.org/10.1061/jmcea3.0000326
Abstract
Analysis of motion of pin-ended strut subjected to uniform axial force greatly in excess of Euler critical load; effects of shear and rotary inertia; equation for dominant buckling mode is derived, indicating possibility of strut buckling in configurations other than fundamental mode; graphs are presented for determining maximum modal deflection produced by blast type triangular loading of strut.Keywords
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