A shear-flexible finite element based on an orthogonal Cartesian coordinate system is developed for the flexural and buckling analyses of thin-walled composite I-beams with both doubly and mono-symmetrical cross-sections. Using the first-order shear deformable beam theory, the derived element includ
Shear coefficients for multicelled thin-walled composite beams
β Scribed by Lawrence C. Bank; Thomas P. Melehan
- Publisher
- Elsevier Science
- Year
- 1989
- Tongue
- English
- Weight
- 662 KB
- Volume
- 11
- Category
- Article
- ISSN
- 0263-8223
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π SIMILAR VOLUMES
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