input.inp

50000 NSTEPS
1 ELASTIC BEAM
1 ELASTIC BEAM
2 COMPOSITE QUAD
1 ELASTIC BEAM
1 ELASTIC BEAM
0.0D0 150.0D0 0.0D0 75.0D0  AX1, BX1, AY1, BY1
0.0D0 150.0D0 0.0D0 75.0D0  AX1, BX1, AY1, BY1
0.0D0 150.0D0 0.0D0 150.0D0  AX2, BX2, AY2, BY2
0.0D0 150.0D0 0.0D0 75.0D0  AX1, BX1, AY1, BY1
0.0D0 150.0D0 0.0D0 75.0D0  AX1, BX1, AY1, BY1
3.1D4 1.5D-1 0.0D0 1.0D-5 YOUNG1, POISSON1, ALPHAX1, ALPHAY1
3.1D4 1.5D-1 0.0D0 1.0D-5 YOUNG2, POISSON2, ALPHAX2, ALPHAY2
3.1D4 1.5D-1 0.0D0 1.0D-5 YOUNG3, POISSON3, ALPHAX3, ALPHAY3
3.1D4 1.5D-1 0.0D0 1.0D-5 YOUNG4, POISSON4, ALPHAX4, ALPHAY4
3.1D4 1.5D-1 0.0D0 1.0D-5 YOUNG5, POISSON5, ALPHAX5, ALPHAY5
1.0D0 THICKNESS
.TRUE. FULLINT
3 NCONSTRAINED
1 2 16 CONTRAINED DOFS, SIZE = NCONSTRAINED
2 NUKNOWN
7 10 UKNOWNDOFS, SIZE = NUKNOWN
3.0D-1 3.0D-1 UKNOWN, SIZE = NUKNOWN
1 NFKNOWN
17 FKNOWNDOFS, SIZE = NFKNOWN
0.0D0 FKNOWN, SIZE = NFKNOWN
1 NDAMPEDDOFS
17 DAMPEDDOFS, SIZE = NDAMPEDDOFS
0.0D0 DAMPING, SIZE = NDAMPEDDOFS
1 NPRELOAD
17 PRELOADDOFS, SIZE = NPRELOAD
0.0D0 PRELOAD, SIZE = NPRELOAD
0.0D0 PRELOADFRAC, SIZE = NPRELOAD
10 5 NIX = # of elements in x dir, NIY = half # in y dir minus 1 (composite elements)
1.23D-1 1.23D-1 PHI_T,PHI_N
3.40D0 3.40D0 TAU_MAX,SIGMA_MAX
3.0D0 3.0D0 ALPHA,BETA
2.0D-2 2.0D-2 LAMBDA_T,LAMBDA_N
1.0D0 THICKNESS
0.30D0 PSI
2 MODELTYPE 1=PPR, 2=BILINEAR
2 DBCOH 1 = ZERO STIFFNESS, 2 = COHESIVE MODEL, 3 = RIGID
0.0D0 TREF
0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0 TEMPERATURE1, SIZE = NIX+1
0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0 TEMPERATURE2, SIZE = NIX+1
0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0 TEMPERATURE3, SIZE = NIX+1
0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0 TEMPERATURE4, SIZE = NIX+1
0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0	0.0D0 TEMPERATURE5, SIZE = NIX+1