📄 result4.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= .294957E-06
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 .416667E+01 .000000E+00
2 .416667E+01 .000000E+00
3 .416667E+01 .000000E+00
4 .416667E+01 .000000E+00
5 .416667E+01 .000000E+00
6 .416667E+01 .000000E+00
7 .416667E+01 .000000E+00
8 .416667E+01 .000000E+00
9 .416667E+01 .000000E+00
10 .416667E+01 .000000E+00
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= .720910E-07
O NODE DISPL. REACTIONS
1 .000000E+00 -.500000E+01
2 .500000E-03 .000000E+00
3 .100000E-02 .000000E+00
4 .150000E-02 .000000E+00
5 .200000E-02 .000000E+00
6 .250000E-02 .000000E+00
7 .200000E-02 .000000E+00
8 .150000E-02 .000000E+00
9 .100000E-02 .000000E+00
10 .500000E-03 .000000E+00
11 .000000E+00 -.100000E+02
O ELEMENT STRESSES PL.STRAIN
1 .500000E+01 .000000E+00
2 .500000E+01 .000000E+00
3 .500000E+01 .000000E+00
4 .500000E+01 .000000E+00
5 .500000E+01 .000000E+00
6 .500000E+01 .000000E+00
7 .500000E+01 .000000E+00
8 .500000E+01 .000000E+00
9 .500000E+01 .000000E+00
10 .500000E+01 .000000E+00
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= .490863E-01
O NODE DISPL. REACTIONS
1 .000000E+00 -.583333E+01
2 .583333E-03 .000000E+00
3 .116667E-02 .000000E+00
4 .175000E-02 .000000E+00
5 .233333E-02 .000000E+00
6 .291667E-02 .000000E+00
7 .233333E-02 .000000E+00
8 .175000E-02 .000000E+00
9 .116667E-02 .000000E+00
10 .583333E-03 .000000E+00
11 .000000E+00 -.116667E+02
O ELEMENT STRESSES PL.STRAIN
1 .507576E+01 .757576E-04
2 .507576E+01 .757576E-04
3 .507576E+01 .757576E-04
4 .507576E+01 .757576E-04
5 .507576E+01 .757576E-04
6 .583333E+01 .000000E+00
7 .583333E+01 .000000E+00
8 .583333E+01 .000000E+00
9 .583333E+01 .000000E+00
10 .583333E+01 .000000E+00
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= .880137E-07
O NODE DISPL. REACTIONS
1 .000000E+00 -.521739E+01
2 .739130E-03 .000000E+00
3 .147826E-02 .000000E+00
4 .221739E-02 .000000E+00
5 .295652E-02 .000000E+00
6 .369565E-02 .000000E+00
7 .295652E-02 .000000E+00
8 .221739E-02 .000000E+00
9 .147826E-02 .000000E+00
10 .739130E-03 .000000E+00
11 .000000E+00 -.147826E+02
O ELEMENT STRESSES PL.STRAIN
1 .521739E+01 .217391E-03
2 .521739E+01 .217391E-03
3 .521739E+01 .217391E-03
4 .521739E+01 .217391E-03
5 .521739E+01 .217391E-03
6 .739130E+01 .000000E+00
7 .739130E+01 .000000E+00
8 .739130E+01 .000000E+00
9 .739130E+01 .000000E+00
10 .739130E+01 .000000E+00
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= .889512E-01
O NODE DISPL. REACTIONS
1 .000000E+00 -.532609E+01
2 .858696E-03 .000000E+00
3 .171739E-02 .000000E+00
4 .257609E-02 .000000E+00
5 .343478E-02 .000000E+00
6 .429348E-02 .000000E+00
7 .343478E-02 .000000E+00
8 .257609E-02 .000000E+00
9 .171739E-02 .000000E+00
10 .858696E-03 .000000E+00
11 .000000E+00 -.171739E+02
O ELEMENT STRESSES PL.STRAIN
1 .532609E+01 .326087E-03
2 .532609E+01 .326087E-03
3 .532609E+01 .326087E-03
4 .532609E+01 .326087E-03
5 .532609E+01 .326087E-03
6 .768116E+01 .905797E-04
7 .768116E+01 .905797E-04
8 .768116E+01 .905797E-04
9 .768116E+01 .905797E-04
10 .768116E+01 .905797E-04
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= .105801E-06
O NODE DISPL. REACTIONS
1 .000000E+00 -.625000E+01
2 .187500E-02 .000000E+00
3 .375000E-02 .000000E+00
4 .562500E-02 .000000E+00
5 .750000E-02 .000000E+00
6 .937500E-02 .000000E+00
7 .750000E-02 .000000E+00
8 .562500E-02 .000000E+00
9 .375000E-02 .000000E+00
10 .187500E-02 .000000E+00
11 .000000E+00 -.187500E+02
O ELEMENT STRESSES PL.STRAIN
1 .625000E+01 .125000E-02
2 .625000E+01 .125000E-02
3 .625000E+01 .125000E-02
4 .625000E+01 .125000E-02
5 .625000E+01 .125000E-02
6 .937500E+01 .937500E-03
7 .937500E+01 .937500E-03
8 .937500E+01 .937499E-03
9 .937500E+01 .937500E-03
10 .937500E+01 .937500E-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= .197795E+02
O NODE DISPL. REACTIONS
1 .000000E+00 .125000E+01
2 -.637500E-02 .000000E+00
3 -.127500E-01 .000000E+00
4 -.191250E-01 .000000E+00
5 -.255000E-01 .000000E+00
6 -.318750E-01 .000000E+00
7 -.255000E-01 .000000E+00
8 -.191250E-01 .000000E+00
9 -.127500E-01 .000000E+00
10 -.637500E-02 .000000E+00
11 .000000E+00 .874999E+01
O ELEMENT STRESSES PL.STRAIN
1 -.762500E+02 .125000E-02
2 -.762500E+02 .125000E-02
3 -.762500E+02 .125000E-02
4 -.762500E+02 .125000E-02
5 -.762500E+02 .125000E-02
6 -.731250E+02 .937500E-03
7 -.731250E+02 .937500E-03
8 -.731250E+02 .937499E-03
9 -.731250E+02 .937500E-03
10 -.731250E+02 .937500E-03
O ITERATION NUMBER= 2
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .417684E+02
O ITERATION NUMBER= 3
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .448498E+02
O ITERATION NUMBER= 4
O CONVERGENCE CODE= 1 NORM OF RESIDUAL SUM RATIO= .447776E+02
O ITERATION NUMBER= 5
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .448028E+02
O ITERATION NUMBER= 6
O CONVERGENCE CODE= 1 NORM OF RESIDUAL SUM RATIO= .447991E+02
O ITERATION NUMBER= 7
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .447997E+02
O ITERATION NUMBER= 8
O CONVERGENCE CODE= 1 NORM OF RESIDUAL SUM RATIO= .447996E+02
O ITERATION NUMBER= 9
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .447997E+02
O ITERATION NUMBER= 10
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .447997E+02
O ITERATION NUMBER= 11
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .447998E+02
O ITERATION NUMBER= 12
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .448000E+02
O ITERATION NUMBER= 13
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .448003E+02
O ITERATION NUMBER= 14
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .448007E+02
O ITERATION NUMBER= 15
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .448014E+02
O ITERATION NUMBER= 16
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .448027E+02
O ITERATION NUMBER= 17
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .448046E+02
O ITERATION NUMBER= 18
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .448079E+02
O ITERATION NUMBER= 19
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .448134E+02
O ITERATION NUMBER= 20
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .448223E+02
O ITERATION NUMBER= 21
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .448371E+02
O ITERATION NUMBER= 22
O CONVERGENCE CODE= 999 NORM OF RESIDUAL SUM RATIO= .448617E+02
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