Collapse of Heavy Cantilevered Elastica With Frictional Internal Support

Author:

Plaut R. H.1,Dillard D. A.2,Borum A. D.3

Affiliation:

1. Department of Civil and Environmental Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA 24061

2. Mem. ASME

3. Department of Engineering Science and Mechanics, Virginia Polytechnic Institute and State University, Blacksburg, VA 24061

Abstract

Equilibrium states are investigated for a heavy flexible strip that is fixed at one end and rests on an internal frictional support. Large vertical deflections are admitted. In the analytical portion of the study, the strip is modeled as an inextensible elastica. Experiments are conducted on strips of transparency film. For a sufficiently large gap between the fixed end and the internal support, the strip slips through the gap and collapses downward. For moderate gaps, two continuous ranges of equilibrium shapes exist, one with relatively small deflections within the gap and one with large deflections within the gap. The results for a given gap size depend on the length, weight per unit length, and bending stiffness of the strip, and the coefficient of friction between the strip and the internal support. The case of a frictionless support is also analyzed. The experimental results agree well with those from the analysis for cases with small deflections within the gap, but exhibit a larger range of stable large-deflection equilibrium states before collapse occurs.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference10 articles.

1. Slip-Through of a Heavy Elastica on Point Supports;Chen;Int. J. Solids Struct.

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4. Large Deflections of Variable-Arc-Length Beams Under Uniform Self Weight: Analytical and Experimental;Pulngern;Struct. Eng. Mech.

5. Effect of Inclination on Bending of Variable-Arc-Length Beams Subjected to Uniform Self-Weight;Athisakul;Eng. Struct.

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