Influence of various types of load-dependent supports on the stability of a compressible column model |
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| Authors: | Prof. A. Guran |
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| Affiliation: | (1) Present address: Department of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, 12180-3590 Troy, New York, USA |
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| Abstract: | Summary The nonlinear behaviour and static stability of a compressible elastic column whose flexural resistance changes as it is loaded is studied. A two-degree-of-freedom, compressible rod model of the column is analysed. Various types of load-stiffness relationships are considered. Post-buckling behaviour under static unidirectional loads is investigated. Singularities of the equilibrium paths of the column are classified according to the slenderness ratio of the column and the load-stiffness relationship of its support.On leave from Department of Mechanical Engineering, University of Toronto, 5 King's College Road Toronto, Ontario, Canada, M5S 1A4 |
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