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dc.titleBeam-buckling analysis via automated Rayleigh-Ritz method
dc.contributor.authorWang, C.M.
dc.contributor.authorWang, L.
dc.contributor.authorAng, K.K.
dc.identifier.citationWang, C.M.,Wang, L.,Ang, K.K. (1994-01). Beam-buckling analysis via automated Rayleigh-Ritz method. Journal of structural engineering New York, N.Y. 120 (1) : 200-211. ScholarBank@NUS Repository.
dc.description.abstractThis paper presents an automated Rayleigh-Ritz method for the elastic buckling analysis of doubly symmetric I-beams subjected to arbitrary loading conditions. Moreover, the beams may have various types of end-supporting conditions, internal discrete rigid braces, and internal supports. The automation and the method's versatility are attributed to a general Ritz function consisting of the product of a polynomial function and the functions expressing the geometric restraint conditions. The method is simple and may be readily implemented on a personal computer. The solutions obtained are shown to be accurate provided a sufficient number of polynomial terms is taken. Buckling solutions of I-beams under a variety of loading and boundary conditions are obtained to illustrate the generality of the method and serve as design charts.
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of structural engineering New York, N.Y.
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