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Flexural-torsional stability of thin-walled composite I-section beams

✍ Scribed by Mahesh D. Pandey; Mohammad Z. Kabir; Archibald N. Sherbourne


Publisher
Elsevier Science
Year
1995
Weight
876 KB
Volume
5
Category
Article
ISSN
0961-9526

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A three-dimensional, two-field, variational formulation is employed to derive the differential equations governing the dynamics of stretching, shearing, bending and twisting, as well as warping modes of deformations in a spatially curved beam with arbitrary cross-section. Correspondingly, the finite