Web crippling with bending and shear of thin-walled plate girders
β Scribed by Max A.M. Herzog
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 455 KB
- Volume
- 22
- Category
- Article
- ISSN
- 0143-974X
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π SIMILAR VOLUMES
In this paper, a theoretical model is developed for the dynamic analysis of composite thin-walled beams with open or closed cross-sections. The present model incorporates, in a full form, the shear flexibility (bending and warping shear) as well as a state of initial stresses. This allows to study t
## Abstract A triangular plate bending hybrid element is constructed according to Reissner's principle. It has 9 degreesβofβfreedom and the shear effect is included. The __C__^0^ formulation of thick plate is directly developed to solve the thin plate by imposing the discrete Kirchhoff constraints.