*heading
Truss Problem
***Compare with std-xpl cosimulation jobs truss_dyntodyn_lockstep_std.inp
***and truss_dyntodyn_lockstep_xpl.inp
*preprint, model=yes
*node, nset=nall
 1, 0.0, 0.0, 0.0
 2, 1.0, 0.0, 0.0
 3, 2.0, 0.0, 0.0
*nset, nset=node2
2,3
*element, type=t3d2, elset=eall
 1, 1, 2
 2, 2, 3
*solid section, elset=eall, material=alle
 1.0,
*material,name=alle
*elastic
 800000., 0.167
*density
1.0
*boundary
1,1,3
2,2,3
3,2,3
*amplitude, name=ramp1
0.,0.,1.0,1.0
*step
*dynamic, explicit
 ,1.0
*cload, amplitude=ramp1
3,1,100.0
*output, field
*node output
U,
*output, history,freq=1
*node output, nset=node2
U1,V1
*end step