Square Plate Subjected to Force at Center
Let us consider a rigidly supported plate subjected to a force applied at the center.
Only a quarter of the plate is analyzed due to symmetry conditions on the corresponding edges (restrained displacements in the direction of axis of the local coordinate system normal to the face plane).
The finite element model with applied loads and restraints |
Input data and analytical solution can be viewed here.
After carrying out calculations with the help of AutoFEM, the following results are obtained:
Table 1.Parameters of finite element mesh
Finite Element Type |
Number of Nodes |
Number of Finite Elements |
linear triangle |
676 |
1250 |
Table 2.Result "Displacement, OZ"*
Numerical Solution |
Analytical Solution |
Error δ = 100% * |w* - w| / |w| |
5.3715E-004 |
5.3557E-004 |
0.3 |
*The results of numerical tests depend on the finite element mesh and may differ slightly from those given in the table.
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