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6	0.000000E 00	0.000000E 00
7	0.000000E 00	0.000000E 00
8	0.000000E 00	0.000000E 00
9	0.000000E 00	0.000000E 00
10	0.000000E 00	0.000000E 00
CONVERGENCE CODE =		1	NORM OF RESIDUAL SUM RATIO = 0.706275E 02
CONVERGENCE CODE =		1	NORM OF RESIDUAL SUM RATIO = 0.393376E 02
CONVERGENCE CODE =		1	NORM OF RESIDUAL SUM RATIO = 0.983804E 01
CONVERGENCE CODE =		1	NORM OF RESIDUAL SUM RATIO = 0.801219E 01
CONVERGENCE CODE =		1	NORM OF RESIDUAL SUM RATIO = 0.472308E 01
CONVERGENCE CODE =		1	NORM OF RESIDUAL SUM RATIO = 0.127390E 01
CONVERGENCE CODE =		1	NORM OF RESIDUAL SUM RATIO = 0.974302E 00
CONVERGENCE CODE =		1	NORM OF RESIDUAL SUM RATIO = 0.574815E 00
CONVERGENCE CODE =		0	NORM OF RESIDUAL SUM RATIO = 0.153335E 00
NODE	DISPL.	REACTIONS
1	0.000000E 00	-0.600000E 01
2	0.260555E 00	0.000000E 00
3	0.399999E 00	0.000000E 00
4	0.508276E 00	0.000000E 00
5	0.599999E 00	0.000000E 00
6	0.681025E 00	0.000000E 00
7	0.754400E 00	0.000000E 00
8	0.821954E 00	0.000000E 00
9	0.884886E 00	0.000000E 00
10	0.944031E 00	0.000000E 00
11	0.100000E 01	0.600000E 01
ELEMENT	STRESSES	PL.STRAIN
1	0.000000E 00	0.000000E 00
2	0.000000E 00	0.000000E 00
3	0.000000E 00	0.000000E 00
4	0.000000E 00	0.000000E 00
5	0.000000E 00	0.000000E 00
6	0.000000E 00	0.000000E 00
7	0.000000E 00	0.000000E 00
8	0.000000E 00	0.000000E 00
9	0.000000E 00	0.000000E 00
10	0.000000E 00	0.000000E 00

A.4.2 Solution of one-dimensional elasto-plastic problem. Example of Section 3.12.3, Fig. 3.9

Input data

1-D ELASTO-PLASTIC EXAMPLE, SECTION 3.12.3,FIG. 3.9
11	10	2	2	4	2	16	3	1
	1	10000.0				1.0		5.0	1000.0
	2	10000.0				2.0		7.5	2000.0
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
	1		0.0
	2		1.0
	3		2.0
	4		3.0

	5		4.0
	6		5.0
	7		4.0
	8		3.0
	9		2.0
	10		1.0
	11		0.0
	1	1	0.0
	11	1	0.0
	5		0.0	10.0
	10		0.0	0.0
30	2		1.25	0.5
30	2		0.25	0.5
30	2		0.25	0.5
30	2		0.25	0.5
30	2		0.25	0.5
30	2		0.25	0.5
30	2		-3.5	0.5
30	2		-0.25	0.5
30	2		-0.25	0.5
30	2		-0.25	0.5
30	2		-0.25	0.5
30	2		-0.25	0.5
30	2		-0.25	0.5
31	2		-0.25	0.5
30	2		-0.25	0.5
30	2		-0.25	0.5
30	2		-0.25	0.5

Line printer output

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 = 3
NDOFN = 1
MATERIAL PROPERTIES
1	10000.00000	1.00000	5.00000	1000.00000
2	10000.00000	2.00000	7.50000	2000.00000
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
NODE	COORD.
1	0.00000
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	0.00000
RES.NODE	CODE	PRES.VALUES
1	1	0.00000
11	1	0.00000

ELEMENT	NODAL LOADS
1	0.00000	0.00000
2	0.00000	0.00000
3	0.00000	0.00000
4	0.00000	0.00000
5	0.00000	10.00000
6	0.00000	0.00000
7	0.00000	0.00000
8	0.00000	0.00000
9	0.00000	0.00000
10	0.00000	0.00000
IINCS = 1 NITER = 30 NOUTP = 2 FACTO = 0.125000E 01 TOLER = 0.500000E 00
ITERATION NUMBER = 1
CONVERGENCE CODE = 0 NORM OF RESIDUAL SUM RATIO = 0.629197E-08
NODE	DISPL.	REACTIONS
1	0.000000E 00	-0.416667E 01
2	0.416667E-03	0.000000E 00
3	0.833333E-03	0.000000E 00
4	0.125000E-02	0.000000E 00
5	0.166667E-02	0.000000E 00
6	0.208333E-02	0.000000E 00
7	0.166667E-02	0.000000E 00
8	0.125000E-02	0.000000E 00
9	0.833333E-03	0.000000E 00
10	0.416667E-03	0.000000E 00
11	0.000000E 00	-0.833333E 01
ELEMENT	STRESSES	PL.STRAIN
1	0.416667E 01	0.000000E 00
2	0.416667E 01	0.000000E 00
3	0.416667E 01	0.000000E 00
4	0.416667E 01	0.000000E 00
5	0.416667E 01	0.000000E 00
6	0.416667E 01	0.000000E 00
7	0.416667E 01	0.000000E 00
8	0.416667E 01	0.000000E 00
9	0.416667E 01	0.000000E 00
10	0.416667E 01	0.000000E 00
	.	.	.	.
	.	.	.	.
	.	.	.	.
	.	.	.	.
IINCS = 3 NITER = 30 NOUTP = 2 FACTO = 0.250000E 00 TOLER = 0.500000E 00
ITERATION NUMBER = 1
CONVERGENCE CODE = 1 NORM OF RESIDUAL SUM RATIO = 0.490863E 01
NODE	DISPL.	REACTIONS
1	0.000000E 00	-0.583333E 01
2	0.583333E-03	0.000000E 00
3	0.116667E-02	0.000000E 00
4	0.175000E-02	0.000000E 00
5	0.233333E-02	0.000000E 00
6	0.291667E-02	0.000000E 00
7	0.233333E-02	0.000000E 00
8	0.175000E-02	0.000000E 00
9	0.116667E-02	0.000000E 00
10	0.583333E-03	0.000000E 00
11	0.000000E 00	-0.116667E 02
ELEMENT	STRESSES	PL.STRAIN
1	0.507576E 01	0.757576E-04
2	0.507576E 01	0.757576E-04
3	0.507576E 01	0.757576E-04
4	0.507576E 01	0.757576E-04

5 0.507576E 01 0.757576E-04
6 0.583333E 01 0.000000E 00
7 0.583333E 01 0.000000E 00
8 0.583333E 01 0.000000E 00
9 0.583333E 01 0.000000E 00
10 0.583333E 01 0.000000E 00
ITERATION NUMBER = 2
CONVERGENCE CODE = 1 NORM OF RESIDUAL SUM RATIO = 0.147757E 01
NODE DISPL. REACTIONS
1 0.000000E 00 -0.532828E 01
2 0.608586E-03 0.000000E 00
3 0.121717E-02 0.000000E 00
4 0.182576E-02 0.000000E 00
5 0.243434E-02 0.000000E 00
6 0.304293E-02 0.000000E 00
7 0.243434E-02 0.000000E 00
8 0.182576E-02 0.000000E 00
9 0.121717E-02 0.000000E 00
10 0.608586E-03 0.000000E 00
11 0.000000E 00 -0.121717E 02
ELEMENT STRESSES PL.STRAIN
1 0.509871E 01 0.987144E-04
2 0.509871E 01 0.987144E-04
3 0.509871E 01 0.987144E-04
4 0.509871E 01 0.987144E-04
5 0.509871E 01 0.987144E-04
6 0.608586E 01 0.000000E 00
7 0.608586E 01 0.000000E 00
8 0.608586E 01 0.000000E 00
9 0.608586E 01 0.000000E 00
10 0.608586E 01 0.000000E 00
ITERATION NUMBER = 3
CONVERGENCE CODE = 0 NORM OF RESIDUAL SUM RATIO = 0.446758E 00
NODE DISPL. REACTIONS
1 0.000000E 00 -0.517524E 01
2 0.616238E-03 0.000000E 00
3 0.123248E-02 0.000000E 00
4 0.184871E-02 0.000000E 00
5 0.246495E-02 0.000000E 00
6 0.308119E-02 0.000000E 00
7 0.246495E-02 0.000000E 00
8 0.184871E-02 0.000000E 00
9 0.123248E-02 0.000000E 00
10 0.616238E-03 0.000000E 00
11 0.000000E 00 -0.123248E 02
ELEMENT STRESSES PL.STRAIN
1 0.510567E 01 0.105671E-03
2 0.510567E 01 0.105671E-03
3 0.510567E 01 0.105671E-03
4 0.510567E 01 0.105671E-03
5 0.510567E 01 0.105671E-03
6 0.616238E 01 0.000000E 00
7 0.616238E 01 0.000000E 00
8 0.616238E 01 0.000000E 00
9 0.616238E 01 0.000000E 00
10 0.616238E 01 0.000000E 00
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . etc.

A.4.3 Solution of one-dimensional elasto-viscoplastic problem. Example of Section 4.12, Fig. 4.6

Input data

1-D ELASTO VISCO-PLASTIC EXAMPLE, SECTION 4.12, FIG. 4.6
2 1 1 1 5 2 1 3 1
1 10000.0 1.0 10.0 5000.0 0.001
1 1 2 1
1 0.0
2 10.0
1 1 0.0
1 0.0 15.0
0.05 0.025 1.5
90 2 1.0 0.1

Line printer output

1-D ELASTO VISCO-PLASTIC EXAMPLE, SECTION 4.12, FIG. 4.6
NPOIN = 2 NELEM = 1 NBOUN = 1 NMATS = 1
NPROP = 5 NNODE = 2 NINCS = 1 NALGO = 3
NDOFN = 1
MATERIAL PROPERTIES
1 10000.00000 1.00000 10.00000 5000.00000 0.00100
EL NODES MAT.
1 1 2 1
NODE COORD.
1 0.00000
2 10.00000
RES.NODE CODE PRES.VALUES
1 1 0.00000
ELEMENT NODAL LOADS
1 0.00000 15.00000
TAUFT = 0.500000E-01 DTINT = 0.250000E-01 FTIME = 0.150000E 01
IINCS = 1 NSTEP = 90 NOUTP = 2 FACTO = 0.100000E 01 TOLER = 0.100000E 00
TOTAL TIME = 0.000000E 00
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.100000E 03
NODE DISPL. REACTIONS
1 0.000000E 00 -0.150000E 02
2 0.150000E-01 0.000000E 00
ELEMENT STRESSES PL.STRAIN
1 0.150000E 02 0.000000E 00
TOTAL TIME = 0.250000E-01
CONVERGENCE CODE = 1 NORM OF RESIDUAL SUM RATIO = 0.650000E 02
NODE DISPL. REACTIONS
1 0.000000E 00 -0.150000E 02
2 0.162500E-01 0.000000E 00
ELEMENT STRESSES PL.STRAIN
1 0.150000E 02 0.125000E-03
TOTAL TIME = 0.435714E-01
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.682500E 02
NODE DISPL. REACTIONS
1 0.000000E 00 -0.150000E 02
2 0.170625E-01 0.000000E 00
ELEMENT STRESSES PL.STRAIN
1 0.150000E 02 0.206250E-03
TOTAL TIME = 0.650675E-01
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.716625E 02
NODE DISPL. REACTIONS
1 0.000000E 00 -0.150000E 02
2 0.179156E-01 0.000000E 00

ELEMENT STRESSES PL.STRAIN
1 0.150000E 02 0.291562E-03
TOTAL TIME = 0.903564E-01
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.752456E 02
NODE DISPL. REACTIONS
1 0.000000E 00 -0.150000E 02
2 0.188114E-01 0.000000E 00
ELEMENT STRESSES PL.STRAIN
1 0.150000E 02 0.381141E-03
TOTAL TIME = 0.120753E 00
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.790079E 02
NODE DISPL. REACTIONS
1 0.000000E 00 -0.150000E 02
2 0.197520E-01 0.000000E 00
ELEMENT STRESSES PL.STRAIN
1 0.150000E 02 0.475198E-03
TOTAL TIME = 0.158390E 00
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.829583E 02
NODE DISPL. REACTIONS
1 0.000000E 00 -0.150000E 02
2 0.207396E-01 0.000000E 00
ELEMENT STRESSES PL.STRAIN
1 0.150000E 02 0.573958E-03
TOTAL TIME = 0.207070E 00
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.871062E 02
NODE DISPL. REACTIONS
1 0.000000E 00 -0.150000E 02
2 0.217766E-01 0.000000E 00
ELEMENT STRESSES PL.STRAIN
1 0.150000E 02 0.677655E-03
TOTAL TIME = 0.274627E 00
CONVERGENCE CODE = 1 NORM OF RESIDUAL SUM RATIO = 0.865247E 02
NODE DISPL. REACTIONS
1 0.000000E 00 -0.150000E 02
2 0.228654E-01 0.000000E 00
ELEMENT STRESSES PL.STRAIN
1 0.150000E 02 0.786538E-03
TOTAL TIME = 0.375962E 00
CONVERGENCE CODE = 1 NORM OF RESIDUAL SUM RATIO = 0.640271E 02
NODE DISPL. REACTIONS
1 0.000000E 00 -0.150000E 02
2 0.239469E-01 0.000000E 00
ELEMENT STRESSES PL.STRAIN
1 0.150000E 02 0.894694E-03
TOTAL TIME = 0.527964E 00
CONVERGENCE CODE = 1 NORM OF RESIDUAL SUM RATIO = 0.230485E 02
NODE DISPL. REACTIONS
1 0.000000E 00 -0.150000E 02
2 0.247473E-01 0.000000E 00
ELEMENT STRESSES PL.STRAIN
1 0.150000E 02 0.974728E-03
TOTAL TIME = 0.755969E 00
CONVERGENCE CODE = 0 NORM OF RESIDUAL SUM RATIO = 0.000000E 00
NODE DISPL. REACTIONS
1 0.000000E 00 -0.150000E 02
2 0.250354E-01 0.000000E 00
ELEMENT STRESSES PL.STRAIN
1 0.150000E 02 0.100354E-02

A.4.4 Solution of elasto-plastic layered Timoshenko beam. Example of Section 5.5.6, Fig. 5.11

Input data

1-D	EP	TIMOSHENKO	LAYERED	BEAM	EXAMPLE	,	SECTION 5.5.6	,	FIG. 5.11
11	10	2	1	17	2	14	2	2	6
1
	210.0		53.8444		0.25000		0.0
	200.0		200.0		20.0		10.0
	40.0		10.0		40.0		10.0
	40.0		10.0		40.0		200.0
	20.0
1	1	2	1
2	2	3	1
3	3	4	1
4	4	5	1
5	5	6	1
6	6	7	1
7	7	8	1
8	8	9	1
9	9	10	1
10	10	11	1
	1		0.0
	2		300.0
	3		600.0
	4		900.0
	5		1200.0
	6		1500.0
	7		1800.0
	8		2100.0
	9		2400.0
	10		2700.0
	11		3000.0
	1	1		0.0	1		0.0
	11	1		0.0	1		0.0
	1		68.85000		0.00000		68.85000		0.00000
	2		68.85000		0.00000		68.85000		0.00000
	3		68.85000		0.00000		68.85000		0.00000
	4		68.85000		0.00000		68.85000		0.00000
	5		68.85000		0.00000		68.85000		0.00000
	6		68.85000		0.00000		68.85000		0.00000
	7		68.85000		0.00000		68.85000		0.00000
	8		68.85000		0.00000		68.85000		0.00000
	9		68.85000		0.00000		68.85000		0.00000
	10		68.85000		0.00000		68.85000		0.00000
100	2		0.30		0.50
100	2		0.20		0.50
100	2		0.10		0.50
100	2		0.10		0.50
100	2		0.05		0.50
100	2		0.05		0.50
100	2		0.05		0.50
100	2		0.05		0.50
100	2		0.05		0,50
100	2		0.02		0.50
100	2		0.02		0.50
100	2		0.02		0.50
100	2		0.02		0.50
100	2		0.01		0.50
100	2		0.01		0.50

Line printer output
1-D EP TIMOSHENKO LAYERED BEAM EXAMPLE, SECTION 5.5.6, FIG. 5.11

NPOIN =	11	NELEM =	10	NBOUN =	2	NMATS =	1
NPROP =	17	NNODE =	2	NINCS =	14	NALGO =	2

NDOFN = 2 NLAYR = 6 MATERIAL PROPERTIES

210.00000	53.84440	0.25000	0.00000
200.00000	200.00000	20.00000	10.00000
40.00000	10.00000	40.00000	10.00000
40.00000	10.00000	40.00000	200.00000
20.00000

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	1
7	7	8	1
8	8	9	1
9	9	10	1
10	10	11	1

NODE	COORD.
1	0.00000
2	300.00000
3	600.00000
4	900.00000
5	1200.00000
6	1500.00000
7	1800.00000
8	2100.00000
9	2400.00000
10	2700.00000
11	3000.00000

RES.NODE	CODE	PRES.VALUES	CODE	PRES.VALUES
1	1	0.00000	1	0.00000
11	1	0.00000	1	0.00000
ELEMENT	NODAL LOADS
1	68.85000		0.00000	68.85000	0.00000
2	68.85000		0.00000	68.85000	0.00000
3	68.85000		0.00000	68.85000	0.00000
4	68.85000		0.00000	68.85000	0.00000
5	68.85000		0.00000	68.85000	0.00000
6	68.85000		0.00000	68.85000	0.00000
7	68.85000		0.00000	68.85000	0.00000
8	68.85000		0.00000	68.85000	0.00000
9	68.85000		0.00000	68.85000	0.00000
10	68.85000		0.00000	68.85000	0.00000
IINCS =	1	NITER = 100	NOUTP =	2	FACTO = 0.300000E 00	TOLER = 0.500000E 00

ITERATION NUMBER = 1

CONVERGENCE CODE = 0 NORM OF RESIDUAL SUM RATIO = 0.113611E-07 NODE DISPLACEMENTS REACTIONS

1	0.000000E 00	-0.206550E 03	0.000000E 00	-0.102242E 06
2	0.342210E 00	0.000000E 00	0.156214E-02	0.000000E 00
3	0.972874E 00	0.000000E 00	0.208286E-02	0.000000E 00
4	0.161862E 01	0.000000E 00	0.182250E-02	0.000000E 00
5	0.208417E 01	0.000000E 00	0.104143E-02	0.000000E 00

6	0.225237E 01	0.000000E 00	-0.255548E-12	0.000000E 00
7	0.208417E 01	0.000000E 00	-0.104143E-02	0.000000E 00
8	0.161862E 01	0.000000E 00	-0.182250E-02	0.000000E 00
9	0.972874E 00	0.000000E 00	-0.208286E-02	0.000000E 00
10	0.342210E 00	0.000000E 00	-0.156214E-02	0.000000E 00
11	0.000000E 00	-0.206550E 03	0.000000E 00	0.102242E 06

ELEMENT STRESSES

1	-0.743580E	05	0.185895E	03
2	-0.247860E	05	0.144585E	03
3	0.123930E	05	0.103275E	03
4	0.371790E	05	0.619650E	02
5	0.495720E	05	0.206550E	02
6	0.495720E	05	-0.206550E	02
7	0.371790E	05	-0.619650E	02
8	0.123930E	05	-0.103275E	03
9	-0.247860E	05	-0.144585E	03
10	-0.743580E	05	-0.185895E	03

.	.	.	.
.	.	.	.
.	.	.	.
.	.	.	.

IINCS = 6 NITER = 100 NOUTP = 2 FACTO = 0.500000E-01 TOLER = 0.500000E 00

ITERATION NUMBER = 1

CONVERGENCE CODE = 1 NORM OF RESIDUAL SUM RATIO = 0.464588E 01

NODE DISPLACEMENTS REACTIONS

1	0.000000E 00	-0.550800E 03	0.000000E 00	-0.272646E 06
2	0.912561E 00	0.000000E 00	0.416571E-02	0.000000E 00
3	0.259433E 01	0.000000E 00	0.555429E-02	0.000000E 00
4	0.431631E 01	0.000000E 00	0.486000E-02	0.000000E 00
5	0.555778E 01	0.000000E 00	0.277714E-02	0.000000E 00
6	0.600632E 01	0.000000E 00	-0.645258E-13	0.000000E 00
7	0.555778E 01	0.000000E 00	-0.277714E-02	0.000000E 00
8	0.431631E 01	0.000000E 00	-0.486000E-02	0.000000E 00
9	0.259433E 01	0.000000E 00	-0.555429E-02	0.000000E 00
10	0.912561E 00	0.000000E 00	-0.416571E-02	0.000000E 00
11	0.000000E 00	-0.550800E 03	0.000000E 00	0.272646E 06

ELEMENT STRESSES

1	-0.189331E	06	0.495720E	03
2	-0.660960E	05	0.385560E	03
3	0.330480E	05	0.275400E	03
4	0.991440E	05	0.165240E	03
5	0.132192E	06	0.550800E	02
6	0.132192E	06	-0.550800E	02
7	0.991440E	05	-0.165240E	03
8	0.330480E	05	-0.275400E	03
9	-0.660960E	05	-0.385560E	03
10	-0.189331E	06	-0.495720E	03

ITERATION NUMBER = 2

CONVERGENCE CODE = 0 NORM OF RESIDUAL SUM RATIO = 0.210144E-08

NODE DISPLACEMENTS REACTIONS

1	0.000000E 00	-0.550800E 03	0.000000E 00	-0.265108E 06
2	0.100758E 01	0.000000E 00	0.479915E-02	0.000000E 00
3	0.285562E 01	0.000000E 00	0.602936E-02	0.000000E 00
4	0.469637E 01	0.000000E 00	0.517672E-02	0.000000E 00
5	0.600911E 01	0.000000E 00	0.293550E-02	0.000000E 00
6	0.648140E 01	0.000000E 00	-0.118097E-12	0.000000E 00
7	0.600911E 01	0.000000E 00	-0.293550E-02	0.000000E 00
8	0.469637E 01	0.000000E 00	-0.517672E-02	0.000000E 00
9	0.285562E 01	0.000000E 00	-0.602936E-02	0.000000E 00

FINITE ELEMENTS IN PLASTICITY

10	0.100758E 01	0.000000E 00	-0.479915E-02	0.000000E 00
11	0.000000E 00	-0.550800E 03	0.000000E 00	0.265108E 06
ELEMENT	STRESSES
1	-0.190750E 06	0.495720E 03
2	-0.585581E 05	0.385560E 03
3	0.405859E 05	0.275400E 03
4	0.106682E 06	0.165240E 03
5	0.139730E 06	0.550800E 02
6	0.139730E 06	-0.550800E 02
7	0.106682E 06	-0.165240E 03
8	0.405859E 05	-0.275400E 03
9	-0.585581E 05	-0.385560E 03
10	-0.190750E 06	-0.495720E 03
	.	.	.
	.	.	.
	.	.	.
	.	.	.
IINCS = 11 NITER = 100 NOUTP = 2 FACTO = 0.200000E-01 TOLER = 0.500000E 00
ITERATION NUMBER = 1
CONVERGENCE CODE = 1 NORM OF RESIDUAL SUM RATIO = 0.149229E 01
NODE	DISPLACEMENTS	REACTIONS
1	0.000000E 00	-0.660960E 03	0.000000E 00	-0.287981E 06
2	0.486620E 01	0.000000E 00	0.301397E-01	0.000000E 00
3	0.143031E 02	0.000000E 00	0.309826E-01	0.000000E 00
4	0.235411E 02	0.000000E 00	0.293260E-01	0.000000E 00
5	0.319556E 02	0.000000E 00	0.260032E-01	0.000000E 00
6	0.358944E 02	0.000000E 00	0.210285E-09	0.000000E 00
7	0.319556E 02	0.000000E 00	-0.260032E-01	0.000000E 00
8	0.235411E 02	0.000000E 00	-0.293260E-01	0.000000E 00
9	0.143031E 02	0.000000E 00	-0.309826E-01	0.000000E 00
10	0.486620E 01	0.000000E 00	-0.301397E-01	0.000000E 00
11	0.000000E 00	-0.660960E 03	0.000000E 00	0.287981E 06
ELEMENT	STRESSES
1	-0.196000E 06	0.594864E 03
2	-0.401209E 05	0.462672E 03
3	0.788519E 05	0.330480E 03
4	0.158167E 06	0.198288E 03
5	0.196000E 06	0.660960E 02
6	0.196000E 06	-0.660960E 02
7	0.158167E 06	-0.198288E 03
8	0.788519E 05	-0.330480E 03
9	-0.401209E 05	-0.462672E 03
10	-0.196000E 06	-0.594864E 03
ITERATION NUMBER = 2
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.562938E 10
NODE	DISPLACEMENTS	REACTIONS
1	0.000000E 00	-0.656460E 03	0.000000E 00	-0.284525E 06
2	-0.227149E 08	0.000000E 00	-0.151432E 06	0.000000E 00
3	-0.681446E 08	0.000000E 00	-0.151432E 06	0.000000E 00
4	-0.113574E 09	0.000000E 00	-0.151432E 06	0.000000E 00
5	-0.159004E 09	0.000000E 00	-0.151432E 06	0.000000E 00
6	-0.163102E 09	0.000000E 00	0.124115E 06	0.000000E 00
7	-0.126424E 09	0.000000E 00	0.120404E 06	0.000000E 00
8	-0.903028E 08	0.000000E 00	0.120404E 06	0.000000E 00
9	-0.541817E 08	0.000000E 00	0.120404E 06	0.000000E 00
10	-0.180606E 08	0.000000E 00	0.120404E 06	0.000000E 00
11	0.000000E 00	-0.656351E 03	0.000000E 00	0.284576E 06
ELEMENT	STRESSES
1	0.719122E 13	0.589934E 03
2	-0.390314E 05	0.457742E 03

41 KiB Raw Blame History

A.4.2 Solution of one-dimensional elasto-plastic problem. Example of Section 3.12.3, Fig. 3.9

A.4.3 Solution of one-dimensional elasto-viscoplastic problem. Example of Section 4.12, Fig. 4.6

A.4.4 Solution of elasto-plastic layered Timoshenko beam. Example of Section 5.5.6, Fig. 5.11

41 KiB

Raw Blame History