Hi,
I tried to get my example running but failed again. Probably a minor syntax problem, I just can find my mistake. Could someone please just have another look:
beam_slab.out
Test
LinearStatic nsteps 1
domain 2dMindlinPlate
OutputManager tstep_all dofman_all element_all
ndofman 9 nelem 7 ncrosssect 2 nmat 1 nbc 2 nic 0 nltf 1
node 1 coords 3 0.0 0.0 0.0 dofidmask 3 3 4 5 mastermask 3 1001 0 0 doftype 3 1 0 0
node 2 coords 3 0.0 4.0 0.0 dofidmask 3 3 4 5 mastermask 3 1002 0 0 doftype 3 1 0 0
node 3 coords 3 2.0 2.0 0.0
node 4 coords 3 4.0 0.0 0.0 bc 3 1 0 0
node 5 coords 3 4.0 4.0 0.0 bc 3 1 0 0
node 6 coords 3 0.0 2.0 0.0 dofidmask 3 3 4 5 mastermask 3 1006 0 0 doftype 3 1 0 0
node 1001 coords 3 0 0 0 bc 3 1 0 0
node 1006 coords 3 0 2 0
node 1002 coords 3 0 4 0 bc 3 1 0 0
cctplate 1 nodes 3 1 3 6 crossSect 1 mat 1 bodyLoads 1 2
cctplate 2 nodes 3 3 2 5 crossSect 1 mat 1 bodyLoads 1 2
cctplate 3 nodes 3 3 5 4 crossSect 1 mat 1 bodyLoads 1 2
cctplate 4 nodes 3 1 3 4 crossSect 1 mat 1 bodyLoads 1 2
cctplate 5 nodes 3 6 3 2 crossSect 1 mat 1 bodyLoads 1 2
Beam2d 6 nodes 2 1001 1006 mat 1 crossSect 2
Beam2d 7 nodes 2 1006 1002 mat 1 crossSect 2
SimpleCS 1 thick 0.2
SimpleCS 2 area 0.162 Iy 0.0039366 beamShearCoeff 1.e18 thick 0.54
IsoLE 1 d 25 E 30000.0 n 0.2 talpha 1.0
BoundaryCondition 1 loadTimeFunction 1 prescribedvalue 0.0
DeadWeight 2 loadTimeFunction 1 Components 1 1
ConstantFunction 1 f(t) 1.0
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OOFEM is running, just the results are:
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Output for domain 1
DofManager output:
------------------
Node 1 ( 1):
dof 1 d 0.00000000e+000
dof 2 d -1.#IND0000e+000
dof 3 d -1.#IND0000e+000
Node 2 ( 2):
dof 1 d 0.00000000e+000
dof 2 d -1.#IND0000e+000
dof 3 d -1.#IND0000e+000
Node 3 ( 3):
dof 1 d -1.#IND0000e+000
dof 2 d -1.#IND0000e+000
dof 3 d -1.#IND0000e+000
Node 4 ( 4):
dof 1 d 0.00000000e+000
dof 2 d -1.#IND0000e+000
dof 3 d -1.#IND0000e+000
Node 5 ( 5):
dof 1 d 0.00000000e+000
dof 2 d -1.#IND0000e+000
dof 3 d -1.#IND0000e+000
Node 6 ( 6):
dof 1 d -1.#IND0000e+000
dof 2 d -1.#IND0000e+000
dof 3 d -1.#IND0000e+000
Node 1001 ( 7):
dof 1 d -1.#IND0000e+000
dof 2 d 0.00000000e+000
dof 3 d -1.#IND0000e+000
dof 4 d -1.#IND0000e+000
Node 1006 ( 8):
dof 1 d -1.#IND0000e+000
dof 2 d -1.#IND0000e+000
dof 3 d -1.#IND0000e+000
Node 1002 ( 9):
dof 1 d -1.#IND0000e+000
dof 2 d 0.00000000e+000
dof 3 d -1.#IND0000e+000
dof 4 d -1.#IND0000e+000
Element output:
---------------
element 1 ( 1) :
GP 1.1 : strains 0.0000e+000 0.0000e+000 0.0000e+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
stresses 0.0000e+000 0.0000e+000 0.0000e+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
element 2 ( 2) :
GP 1.1 : strains 0.0000e+000 0.0000e+000 0.0000e+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
stresses 0.0000e+000 0.0000e+000 0.0000e+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
element 3 ( 3) :
GP 1.1 : strains 0.0000e+000 0.0000e+000 0.0000e+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
stresses 0.0000e+000 0.0000e+000 0.0000e+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
element 4 ( 4) :
GP 1.1 : strains 0.0000e+000 0.0000e+000 0.0000e+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
stresses 0.0000e+000 0.0000e+000 0.0000e+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
element 5 ( 5) :
GP 1.1 : strains 0.0000e+000 0.0000e+000 0.0000e+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
stresses 0.0000e+000 0.0000e+000 0.0000e+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
beam element 6 :
local displacements -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
local end forces -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
beam element 7 :
local displacements -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
local end forces -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000 -1.#INDe+000
R E A C T I O N S O U T P U T:
_______________________________
Node 4 iDof 1 reaction -1.#INDe+000 [bc-id: 1]
Node 5 iDof 1 reaction -1.#INDe+000 [bc-id: 1]
Node 1001 iDof 2 reaction -1.#INDe+000 [bc-id: 1]
Node 1002 iDof 2 reaction -1.#INDe+000 [bc-id: 1]
Thanks again!
Dennis