Plane stress example

**Figure 2:** Example 2
$\includegraphics[width=0.7\textwidth]{ex02.eps}$
patch100.out
Patch test of PlaneStress2d elements -> pure compression
LinearStatic nsteps 1
domain 2dPlaneStress
OutputManager tstep_all dofman_all element_all
ndofman 8 nelem 5 ncrosssect 1 nmat 1 nbc 2 nic 0 nltf 1
node 1 coords 3  0.0   0.0   0.0  bc 2 1 1
node 2 coords 3  0.0   4.0   0.0  bc 2 1 1
node 3 coords 3  2.0   2.0   0.0  bc 2 0 0
node 4 coords 3  3.0   1.0   0.0  bc 2 0 0
node 5 coords 3  8.0   0.8   0.0  bc 2 0 0
node 6 coords 3  7.0   3.0   0.0  bc 2 0 0
node 7 coords 3  9.0   0.0   0.0  bc 2 0 1  load 1 2
node 8 coords 3  9.0   4.0   0.0  bc 2 0 1  load 1 2
PlaneStress2d 1 nodes 4 1 4 3 2  crossSect 1 mat 1 NIP 1
PlaneStress2d 2 nodes 4 1 7 5 4  crossSect 1 mat 1 NIP 1
PlaneStress2d 3 nodes 4 4 5 6 3  crossSect 1 mat 1 NIP 1
PlaneStress2d 4 nodes 4 3 6 8 2  crossSect 1 mat 1 NIP 1
PlaneStress2d 5 nodes 4 5 7 8 6  crossSect 1 mat 1 NIP 1
SimpleCS 1 thick 1.0 width 1.0
IsoLE 1 d 0. E 15.0 n 0.25 talpha 1.0
BoundaryCondition  1 loadTimeFunction 1 prescribedvalue 0.0
NodalLoad 2 loadTimeFunction 1 Components 2 2.5 0.0
ConstantFunction 1 f(t) 1.0
Borek Patzak 2011-12-29