Axisymmetric solution, TUBE7P1

Next: INPUT Up: Using the penalty method Previous: Using the penalty method

: Mesh: Ten quadrilaterals--see appendix A.3.
: Material properties: $E=2\times 10^5$ MPa, $\nu=0.3$ , $\sigma_Y=400$ MPa,
Prandtl-Reuss-von Mises elastic-perfectly plastic model.
: Support: Plane strain conditions are enforced by setting v=0 for all the nodes 1 to 53, where v is the displacement component parallel to the axis of revolution.
: Loading: The internal pressure p=287.47 MPa.
: Execute from prompt:
>rmd2 tube7p1.I1
>rpd2 tube7p1.I2
>srh2 tube7p1.I3
>fefs tube7p1.I4
>hpp2 tube7p1.IP
>hpls tube7p1.IL
>str2 tube7p1.I5