Abstract
A three-dimensional variational formulation is used to obtain a plate bending element which includes the thickness change of the plate. The nodal degrees of freedom for the four-node element are the deflection w, the rotations θx and θy, and the thickness change H. Bilinear functions of the in-plane coordinates ξ and η are used for the approximation of the deflection, the rotations and the thickness change. Integration in thickness direction is performed analytically. One key feature of the element is that the three-dimensional constitutive equations for the six stresses have not to be modified. Using eight enhanced strain terms, a well performing plate bending element is obtained.
Original language | English |
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Pages (from-to) | 353-359 |
Number of pages | 7 |
Journal | Computational Mechanics |
Volume | 27 |
Issue number | 5 |
DOIs | |
State | Published - May 2001 |
Scopus Subject Areas
- Computational Mechanics
- Ocean Engineering
- Mechanical Engineering
- Computational Theory and Mathematics
- Computational Mathematics
- Applied Mathematics