📄 result3.txt
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1-D ELASTO-PLASTIC EXAMPLE ,SECTION 3.12.3 ,FIG.3.9
NPOIN= 11 NELEM= 10 NBOUN= 2 NMATS= 2
NPROP= 4 NNODE= 2 NINCS= 16 NALGO= 2
NDOFN= 1
0 MATERIAL PROPERTIES
1 10000.00000 1.00000 5.00000 1000.00000
2 10000.00000 2.00000 7.50000 2000.00000
0 EL NODES MAT.
1 1 2 1
2 2 3 1
3 3 4 1
4 4 5 1
5 5 6 1
6 6 7 2
7 7 8 2
8 8 9 2
9 9 10 2
10 10 11 2
0 NODE COORD.
1 .00000
2 1.00000
3 2.00000
4 3.00000
5 4.00000
6 5.00000
7 4.00000
8 3.00000
9 2.00000
10 1.00000
11 .00000
0 RES.NODE CODE PRES.VALUES
1 1 .00000
11 1 .00000
0 ELEMENT NODAL LOADS
1 .00000 .00000
2 .00000 .00000
3 .00000 .00000
4 .00000 .00000
5 .00000 10.00000
6 .00000 .00000
7 .00000 .00000
8 .00000 .00000
9 .00000 .00000
10 .00000 .00000
0 IINCS= 1 NITER= 30 NOUTP= 1 FACTO= .125000E+01 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .208333E+00
O NODE DISPL. REACTIONS
1 .000000E+00 -.416667E+01
2 .416667E-03 .000000E+00
3 .833333E-03 .000000E+00
4 .125000E-02 .000000E+00
5 .166667E-02 .000000E+00
6 .208333E-02 .000000E+00
7 .166667E-02 .000000E+00
8 .125000E-02 .000000E+00
9 .833333E-03 .000000E+00
10 .416667E-03 .000000E+00
11 .000000E+00 -.833333E+01
O ELEMENT STRESSES PL.STRAIN
1 .415799E+01 .416667E-03
2 .415799E+01 .416667E-03
3 .415799E+01 .416667E-03
4 .415799E+01 .416667E-03
5 .415799E+01 .416667E-03
6 .415799E+01 .416667E-03
7 .415799E+01 .416667E-03
8 .415799E+01 .416667E-03
9 .415799E+01 .416667E-03
10 .415799E+01 .416667E-03
0 IINCS= 2 NITER= 30 NOUTP= 1 FACTO= .250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .715256E-02
O NODE DISPL. REACTIONS
1 .000000E+00 -.500000E+01
2 .501220E-03 .000000E+00
3 .100244E-02 .000000E+00
4 .150366E-02 .000000E+00
5 .200488E-02 .000000E+00
6 .250610E-02 .000000E+00
7 .200488E-02 .000000E+00
8 .150366E-02 .000000E+00
9 .100244E-02 .000000E+00
10 .501220E-03 .000000E+00
11 .000000E+00 -.100000E+02
O ELEMENT STRESSES PL.STRAIN
1 .499964E+01 .501220E-03
2 .499964E+01 .501220E-03
3 .499964E+01 .501220E-03
4 .499964E+01 .501220E-03
5 .499964E+01 .501220E-03
6 .499964E+01 .501220E-03
7 .499964E+01 .501220E-03
8 .499964E+01 .501220E-03
9 .499964E+01 .501220E-03
10 .499964E+01 .501220E-03
0 IINCS= 3 NITER= 30 NOUTP= 1 FACTO= .250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .601691E-02
O NODE DISPL. REACTIONS
1 .000000E+00 -.583333E+01
2 .585009E-03 .000000E+00
3 .117002E-02 .000000E+00
4 .175503E-02 .000000E+00
5 .234004E-02 .000000E+00
6 .292505E-02 .000000E+00
7 .234004E-02 .000000E+00
8 .175503E-02 .000000E+00
9 .117002E-02 .000000E+00
10 .585009E-03 .000000E+00
11 .000000E+00 -.116667E+02
O ELEMENT STRESSES PL.STRAIN
1 .583298E+01 .585009E-03
2 .583298E+01 .585009E-03
3 .583298E+01 .585009E-03
4 .583298E+01 .585009E-03
5 .583298E+01 .585009E-03
6 .583298E+01 .585009E-03
7 .583298E+01 .585009E-03
8 .583298E+01 .585009E-03
9 .583298E+01 .585009E-03
10 .583298E+01 .585009E-03
0 IINCS= 4 NITER= 30 NOUTP= 1 FACTO= .250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .527297E-02
O NODE DISPL. REACTIONS
1 .000000E+00 -.666667E+01
2 .668868E-03 .000000E+00
3 .133774E-02 .000000E+00
4 .200661E-02 .000000E+00
5 .267547E-02 .000000E+00
6 .334434E-02 .000000E+00
7 .267547E-02 .000000E+00
8 .200661E-02 .000000E+00
9 .133774E-02 .000000E+00
10 .668868E-03 .000000E+00
11 .000000E+00 -.133333E+02
O ELEMENT STRESSES PL.STRAIN
1 .666632E+01 .668868E-03
2 .666632E+01 .668868E-03
3 .666632E+01 .668868E-03
4 .666632E+01 .668868E-03
5 .666632E+01 .668868E-03
6 .666632E+01 .668868E-03
7 .666632E+01 .668868E-03
8 .666632E+01 .668868E-03
9 .666632E+01 .668868E-03
10 .666632E+01 .668868E-03
0 IINCS= 5 NITER= 30 NOUTP= 1 FACTO= .250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .470026E-02
O NODE DISPL. REACTIONS
1 .000000E+00 -.750000E+01
2 .752798E-03 .000000E+00
3 .150560E-02 .000000E+00
4 .225839E-02 .000000E+00
5 .301119E-02 .000000E+00
6 .376399E-02 .000000E+00
7 .301119E-02 .000000E+00
8 .225839E-02 .000000E+00
9 .150560E-02 .000000E+00
10 .752798E-03 .000000E+00
11 .000000E+00 -.150000E+02
O ELEMENT STRESSES PL.STRAIN
1 .749965E+01 .752798E-03
2 .749965E+01 .752798E-03
3 .749965E+01 .752798E-03
4 .749965E+01 .752798E-03
5 .749965E+01 .752798E-03
6 .749965E+01 .752798E-03
7 .749965E+01 .752798E-03
8 .749965E+01 .752798E-03
9 .749965E+01 .752798E-03
10 .749965E+01 .752798E-03
0 IINCS= 6 NITER= 30 NOUTP= 1 FACTO= .250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .422942E-02
O NODE DISPL. REACTIONS
1 .000000E+00 -.833333E+01
2 .836799E-03 .000000E+00
3 .167360E-02 .000000E+00
4 .251040E-02 .000000E+00
5 .334720E-02 .000000E+00
6 .418400E-02 .000000E+00
7 .334720E-02 .000000E+00
8 .251040E-02 .000000E+00
9 .167360E-02 .000000E+00
10 .836799E-03 .000000E+00
11 .000000E+00 -.166667E+02
O ELEMENT STRESSES PL.STRAIN
1 .833298E+01 .836799E-03
2 .833298E+01 .836799E-03
3 .833298E+01 .836799E-03
4 .833298E+01 .836799E-03
5 .833298E+01 .836799E-03
6 .833298E+01 .836799E-03
7 .833298E+01 .836799E-03
8 .833298E+01 .836799E-03
9 .833298E+01 .836799E-03
10 .833298E+01 .836799E-03
0 IINCS= 7 NITER= 30 NOUTP= 1 FACTO= -.350000E+01 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 1 NORM OF RESIDUAL SUM RATIO= .207610E+01
O NODE DISPL. REACTIONS
1 .000000E+00 .333334E+01
2 -.339677E-03 .000000E+00
3 -.679354E-03 .000000E+00
4 -.101903E-02 .000000E+00
5 -.135871E-02 .000000E+00
6 -.169839E-02 .000000E+00
7 -.135871E-02 .000000E+00
8 -.101903E-02 .000000E+00
9 -.679355E-03 .000000E+00
10 -.339677E-03 .000000E+00
11 .000000E+00 .666668E+01
O ELEMENT STRESSES PL.STRAIN
1 -.340254E+01 -.339677E-03
2 -.340254E+01 -.339677E-03
3 -.340254E+01 -.339677E-03
4 -.340254E+01 -.339677E-03
5 -.340254E+01 -.339677E-03
6 -.340254E+01 -.339677E-03
7 -.340254E+01 -.339677E-03
8 -.340254E+01 -.339677E-03
9 -.340254E+01 -.339677E-03
10 -.340254E+01 -.339677E-03
O ITERATION NUMBER= 2
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .679896E-04
O NODE DISPL. REACTIONS
1 .000000E+00 .333333E+01
2 -.332780E-03 .000000E+00
3 -.665560E-03 .000000E+00
4 -.998340E-03 .000000E+00
5 -.133112E-02 .000000E+00
6 -.166390E-02 .000000E+00
7 -.133112E-02 .000000E+00
8 -.998340E-03 .000000E+00
9 -.665560E-03 .000000E+00
10 -.332780E-03 .000000E+00
11 .000000E+00 .666667E+01
O ELEMENT STRESSES PL.STRAIN
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