Question: ( 3 . 4 ) The weak form for a 2 - dimensional Kirchhoff ( classical ) plate is given by the following expression: A
The weak form for a dimensional Kirchhoff classical plate is given by the following expression:
::
in which is the distributed load and the matrix is a constant matrix containing the material parameters. What is the regularitysmoothness of an admissible finite element approximation for this problem? Suggest an element that satisfies these requirements how many nodes, what order polynomials what nodal DOF's
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