Analysis of Beam-Columns on Elastic Supportsby R. Richard Avent,
Hee Chong Rhee,
Serial Information: Journal of the Structural Division, 1976, Vol. 102, Issue 3, Pg. 691-699
Document Type: Journal Paper
Abstract: The analysis of beam-columns on continuous elastic foundations is required for applications in systems as diverse as a nail embedded in wood, laterally braced beam-columns, bearing piles, or beams on soil foundations. In addition, related problems such as a network of beams on soil foundations. In addition, related problems such as a network of beams, stiffened thin-walled tubes, ribbed plates, or ribbed shells all have a mathematical form identical to that of the beam-column on elastic supports. For these cases it is sometimes necessary to obtain not only a deflection and stress analysis but a stability analysis as well. The purpose of this paper is to present Fourier series analysis techniques for performing the elastic stability analysis of beam-columns supported by continuous Winkler supports including arbitrary rotational and translational restraints at the boundaries. As a byproduct of the stability analysis, the deflection analysis for general loadings will also be generated.
Subject Headings: Elastic analysis | Beam columns | Elastic foundations | Pile foundations | Stress analysis | Soil analysis | Continuous beams |
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