4

4.20 PLATE NO.20 WITH 8 NODES

This is a curvilinear Serendipity Reissner- Mindlin plate element with square shape functions. The transformation is isoparametric. The integration is carried out numerically in both axises according to Gauss- Legendre. Consequently, the integration order can be selected in Z88I1.TXT in the material information lines. The order 2 (= 2 x 2 points) is mostly sufficient (reduced integration). This element calculates both displacements and stresses quite good. The integration order can be chosen again for the stress calculation. The stresses are calculated in the corner nodes (good for an overview) or calculated in the Gauss points (substantially more exactly). Area loads are defined in the appropriate material lines, file Z88I1.TXT, instead of Second moment of inertia RIYY. For this element you need to set the plate flag IPFLAG to 1. Attention: In contrary to the usual rules of the classic mechanics Z88 defines ThetaX the rotation around the X- axis and ThetaY the rotation around the Y- axis.

This element type is implemented for use with automeshers e.g. Pro/MESH for the 3D CAD system Pro/ENGINEER by Parametric Technology. In addition, a mesh generation with Z88N is possible. Super elements of type 20 cannot only generate finite elements of type 20, but plates of type 19, too.

Input:

CAD : 1-5-2-6-3-7-4-8-1, ref. chap. 2.7.2

Z88I1.TXT

> KFLAG for cartesian (0) or cylindrical coordinates (1)

> set plate flag IPFLAG to 1 (or 2, if you want to reduce the shear influence)

> 3 degrees of freedom for each node (w, ThetaX, ThetaY )

> Element type is 20

> 8 nodes per element

> Cross-section parameter QPARA is the element thickness

> "Second moment of inertia RIYY" is the area load

> Integration order INTORD per each mat info line. 2 is usually good.

Z88I3.TXT

> Integration order INTORD: Basically, it is a good idea to use the same value as chosen in Z88I1.TXT , but different values are permitted

0 = Calculation of the stresses in the corner nodes

1, 2, 3, 4 = Calculation of the stresses in the Gauss points

> KFLAG has no meaning

> Reduced stress flag ISFLAG:

0 = no calculation of reduced stresses

1 = von Mises stresses computed for the Gauss points (INTORD not 0 ! )

Results:

Displacements in Z (i.e. w) and rotations ThetaX around X- axis and ThetaY around the Y- axis.

Stresses: The stresses are calculated in the corner nodes or Gauss points and printed along with their locations. The following results will be presented:

- plate bending moments Mxx and Myy (unit: force x lenght / length)
- plate torsion moments Mxy = Myx (unit: force x length / length)
- the shear forces Qyz and Qzx (unit: force / length)
- the true stresses resulting from plate bending moments and plate torsion moments

Optional von Mises stresses

Nodal forces in X and Y for each element and each node.