Two curved beam elements with two nodes and three nodes are designed based on strain fields. At the element level, curvature and membrane strain fields are approximated independently and shear strain fields are incorporated into the formulation by the equilibrium equations. The displacement fields a
β¦ LIBER β¦
General curved beam elements based on the assumed strain fields
β Scribed by Jong-keun Choit; Jang-keun Lim
- Publisher
- Elsevier Science
- Year
- 1995
- Tongue
- English
- Weight
- 580 KB
- Volume
- 55
- Category
- Article
- ISSN
- 0045-7949
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Based on the assumed element strain fields and the interrelated displacement-rotation interpolations, a four-node (12 dof) quadrilateral C o finite element, designated as QCCP-2, for the analysis of thick/thin plates is developed in this paper. The four-node C o plate element presented here possesse