MultiPhysicsVault/.raw/FiniteElementsinPlasticityTheoryandPractice/FiniteElementsinPlasticityTheoryandPractice_057.md

5	1	14	20	25	26	27	21	16	15
6	1	16	21	27	28	29	22	18	17
7	1	23	30	34	35	36	31	25	24
8	1	25	31	36	37	38	32	27	26
9	1	27	32	38	39	40	33	29	28
10	1	34	41	45	46	47	42	36	35
11	1	36	42	47	48	49	43	38	37
12	1	38	43	49	50	51	44	40	39
1	100.0		0.0			27	70.0		121.243
2	96.592		25.882			28	36.234		135.230
3	86.602		50.0			29	0.0		140.0
4	70.710		70.710			30	155.0		0.0
5	50.0		86.602			31	134.234		77.5
6	25.882		96.592			32	77.5		134.234
7	0.0		100.0			33	0.0		155.0
8	110.0		0.0			34	170.0		0.0
9	95.263		55.0			35	164.207		43.999
10	55.0		95.263			36	147.224		85.0
11	0.0		110.0			37	120.208		120.208
12	120.0		0.0			38	85.0		147.224
13	115.911		31.058			39	43.999		164.207
14	103.923		60.0			40	0.0		170.0
15	84.853		84.853			41	185.0		0.0
16	60.0		103.923			42	160.215		92.5
17	31.058		115.911			43	92.5		160.215
18	0.0		120.0			44	0.0		185.0
19	130.0		0.0			45	200.0		0.0
20	112.583		65.0			46	193.185		51.764
21	65.0		112.583			47	173.205		100.0
22	0.0		130.0			48	141.421		141.421
23	140.0		0.0			49	100.0		173.205
24	135.230		36.234			50	51.764		193.185
25	121.243		70.0			51	0.0		200.0
26	98.995		98.995
1		01		0.0		0.0
7		10		0.0		0.0
8		01		0.0		0.0
11		10		0.0		0.0
12		01		0.0		0.0
18		10		0.0		0.0

19	01	0.0	0.0
22	10	0.0	0.0
23	01	0.0	0.0
29	10	0.0	0.0
30	01	0.0	0.0
33	10	0.0	0.0
34	01	0.0	0.0
40	10	0.0	0.0
41	01	0.0	0.0
44	10	0.0	0.0
45	01	0.0	0.0
51	10	0.0	0.0
1
21000.0	0.3	0.0	0.0	24.0	0.0	0.0	0.001
1.0	1.0
INTERNAL PRESSURE
0	0	1
3
1	3	2	1
20.0	0.0	20.0	0.0	20.0	0.0
2	5	4	3
20.0	0.0	20.0	0.0	20.0	0.0
3	7	6	5
20.0	0.0	20.0	0.0	20.0	0.0
0.0	0.05	0.1	1.5
0.7	0.1	50	10

Line printer output

2-D ELASTO - VISCOPLASTIC EXAMPLE, SECTION 8.16, FIG. 8.10
NPOIN = 51	NELEM = 12	NVFIX = 18	NTYPE = 2	NNODE = 8
NMATS = 1	NGAUS = 2	NEVAB = 16	NALGO = 2
NCRIT = 2	NINCS = 1	NSTRE = 3
ELEMENT	PROPERTY	NODE NUMBERS
1	1	1	8	12	13	14	9	3	2
2	1	3	9	14	15	16	10	5	4
3	1	5	10	16	17	18	11	7	6
4	1	12	19	23	24	25	20	14	13
5	1	14	20	25	26	27	21	16	15
6	1	16	21	27	28	29	22	18	17

7	1	23	30	34	35	36	31	25	24
8	1	25	31	36	37	38	32	27	26
9	1	27	32	38	39	40	33	29	28
10	1	34	41	45	46	47	42	36	35
11	1	36	42	47	48	49	43	38	37
12	1	38	43	49	50	51	44	40	39
NODE	X	Y
1	100.000	0.000			27	70.000		121.243
2	96.592	25.882			28	36.234		135.230
3	86.602	50.000			29	0.000		140.000
4	70.710	70.710			30	155.000		0.000
5	50.000	86.602			31	134.234		77.500
6	25.882	96.592			32	77.500		134.234
7	0.000	100.000			33	0.000		155.000
8	110.000	0.000			34	170.000		0.000
9	95.263	55.000			35	164.207		43.999
10	55.000	95.263			36	147.224		85.000
11	0.000	110.000			37	120.208		120.208
12	120.000	0.000			38	85.000		147.224
13	115.911	31.058			39	43.999		164.207
14	103.923	60.000			40	0.000		170.000
15	84.853	84.853			41	185.000		0.000
16	60.000	103.923			42	160.215		92.500
17	31.058	115.911			43	92.500		160.215
18	0.000	120.000			44	0.000		185.000
19	130.000	0.000			45	200.000		0.000
20	112.583	65.000			46	193.185		51.764
21	65.000	112.583			47	173.205		100.000
22	0.000	130.000			48	141.421		141.421
23	140.000	0.000			49	100.000		173.205
24	135.230	36.234			50	51.764		193.185
25	121.243	70.000			51	0.000		200.000
26	98.995	98.995
NODE	CODE	FIXED VALUES
1	1	0.000000	0.000000
7	10	0.000000	0.000000
8	1	0.000000	0.000000
11	10	0.000000	0.000000
12	1	0.000000	0.000000
18	10	0.000000	0.000000

19

1

0.000000

0.000000

22

10

0.000000

0.000000

23

1

0.000000

0.000000

29

10

0.000000

0.000000

30

1

0.000000

0.000000

0.000000E000.000000E000.000000E000.000000E020.000000E000.000000E000.000000E000.100000E-020.000000E010.100000E010.240000E020.000000E000.000000E000.000000E000.100000E-020.100000E010.100000E010.240000E020.000000E000.000000E000.000000E000.100000E-020.100000E010.100000E010.100000E010.240000E020.000000E000.000000E000.000000E000.100000E-020.100000E010.100000E000.000000E000.000000E000.000000E000.000000E000.000000E000.100000E-020.100000E010.100000E000.000000E000.000000E000.000000E010.100000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.0100000E-020.100000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E0010.100000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E-020.100000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.100000E-020.100000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E0000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E-020.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E0010.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E00

40

10

0.000000

0.000000

0.000000E000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000

41

1

0.000000

0.000000

44

10

0.000000

0.000000

45

1

0.000000

0.000000

51

10

0.000000

0.000000

NUMBER ELEMENT PROPERTIES

0.210000E050.300000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.0240000E020.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E000.000000E-00.000000E-00.000000E-00.000000E-00.000000E-00.000000E-00.000000E-00.000000E-00.000000E-00.000000E-10.000000E-10.000000E-10.000000E-10.000000E-10.000000E-10.000000E-10.000000E-10.000000E-10.000000E-12.000000E-12.000000E-12.000000E-12.000000E-12.000000E-12.000000E-12.000000E-12.000000E-12.000000E-12

0.210000E05

0.300000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.0000

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.100000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-02

0.000000E-02

0.000000E-02

0.000000E-02

0.000000E-02

0.000000E-02

0.000000E-02

0.000000E-02

0.00000

0.000000E-02

0.000000E-02

0.000000E-02

0.000000E-02

0.000000E-02

0.000000E-02

0.000000E-02

0.000

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.0000

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000

1

0.210000E05

0.300000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.240000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.00000

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E0

0.000000E00

0.00000

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

0.000000E-00

1

3

2

1

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.210000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.00000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.0000

20.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.000000E00

0.0854E00

0.000000E00

0.0000

	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00
8	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00
	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00
9	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00
	0.0000E	00	0.0000E		0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00
10	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00
	0.0000E	00	0.0000E		0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00
11	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00
	0.0000E	00	0.0000E		0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00
12	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00
	0.0000E	00	0.0000E
	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00	0.0000E	00
TIME STEPPING PARAMETER =				0.000		TIME STEP STABILITY FACTOR = 0.05000
INITIAL TIME STEP LENGTH =				0.10000		TIME STEP INCREMENT PARAMETER = 1.50000

INCREMENT NUMBER 1

LOAD FACTOR = 0.70000		CONVERGENCE TOLERANCE = 0.10000		MAX. NO. OF ITERATIONS = 50
INITIAL OUTPUT PARAMETER = 10		FINAL OUTPUT PARAMETER = 10
TOTAL TIME = 0.000000E 00
CONVERGENCE CODE = 1 NORM OF RESIDUAL SUM RATIO = 0.100000E 03				MAXIMUM RESIDUAL = 0.000000E 00
TOTAL TIME = 0.100000E 00
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.148250E 03				MAXIMUM RESIDUAL = 0.000000E 00
TOTAL TIME = 0.250000E 00
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.207778E 03				MAXIMUM RESIDUAL = 0.000000E 00
TOTAL TIME = 0.475000E 00
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.280997E 03				MAXIMUM RESIDUAL = 0.000000E 00
TOTAL TIME = 0.812500E 00
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.313019E 03				MAXIMUM RESIDUAL = 0.000000E 00
TOTAL TIME = 0.125353E 01
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.340506E 03				MAXIMUM RESIDUAL = 0.000000E 00
TOTAL TIME = 0.184786E 01
CONVERGENCE CODE = 999 NORM OF RESIDUAL SUM RATIO = 0.377261E 03				MAXIMUM RESIDUAL = 0.000000E 00
TOTAL TIME = 0.273772E 01
CONVERGENCE CODE = 1 NORM OF RESIDUAL SUM RATIO = 0.345160E 03				MAXIMUM RESIDUAL = 0.000000E 00
TOTAL TIME = 0.407250E 01
CONVERGENCE CODE = 1 NORM OF RESIDUAL SUM RATIO = 0.213414E 03				MAXIMUM RESIDUAL = 0.000000E 00
TOTAL TIME = 0.607467E 01
CONVERGENCE CODE = 0 NORM OF RESIDUAL SUM RATIO = 0.000000E 00				MAXIMUM RESIDUAL = 0.000000E 00
DISPLACEMENTS

NODE X-DISP. Y-DISP.

1	0.139590E	00	0.000000E	00
2	0.134655E	00	0.360826E-01

3 0.120888E 00 0.697974E-01

4

0.985748E-01

0.985748E-01

5	0.697974E-01	0.120888E 00	39	0.244471E-01	0.912376E-01
6	0.360826E-01	0.134655E 00	40	0.000000E 00	0.945016E-01
7	0.000000E 00	0.139590E 00	41	0.904075E-01	0.000000E 00
8	0.127595E 00	0.000000E 00	42	0.782963E-01	0.452042E-01
9	0.110501E 00	0.637993E-01	43	0.452042E-01	0.782963E-01
10	0.637993E-01	0.110501E 00	44	0.000000E 00	0.904075E-01
11	0.000000E 00	0.127595E 00	45	0.872253E-01	0.000000E 00
12	0.118811E 00	0.000000E 00	46	0.842393E-01	0.225717E-01
13	0.114717E 00	0.307387E-01	47	0.755406E-01	0.436128E-01
14	0.102894E 00	0.594071E-01	48	0.616684E-01	0.616684E-01
15	0.839794E-01	0.839794E-01	49	0.436128E-01	0.755406E-01
16	0.594071E-01	0.102894E 00	50	0.225717E-01	0.842393E-01
17	0.307387E-01	0.114717E 00	51	0.000000E 00	0.872253E-01
18	0.000000E 00	0.118811E 00	REACTIONS
19	0.112058E 00	0.000000E 00	NODE	X-REAC.	Y-REAC.
20	0.970459E-01	0.560303E-01	1	0.000000E 00	-0.456968E 02
21	0.560303E-01	0.970459E-01	7	-0.456968E 02	0.000000E 00
22	0.000000E 00	0.112058E 00	8	0.000000E 00	-0.217851E 03
23	0.106472E 00	0.000000E 00	11	-0.217851E 03	0.000000E 00
24	0.102796E 00	0.275438E-01	12	0.000000E 00	-0.125513E 03
25	0.922085E-01	0.532372E-01	18	-0.125513E 03	0.000000E 00
26	0.752527E-01	0.752527E-01	19	0.000000E 00	-0.226754E 03
27	0.532372E-01	0.922085E-01	22	-0.226754E 03	0.000000E 00
28	0.275438E-01	0.102796E 00	23	0.000000E 00	-0.126319E 03
29	0.000000E 00	0.106472E 00	29	-0.126319E 03	0.000000E 00
30	0.997092E-01	0.000000E 00	30	0.000000E 00	-0.269717E 03
31	0.863519E-01	0.498555E-01	33	-0.269717E 03	0.000000E 00
32	0.498555E-01	0.863519E-01	34	0.000000E 00	-0.118912E 03
33	0.000000E 00	0.997092E-01	40	-0.118912E 03	0.000000E 00
34	0.945016E-01	0.000000E 00	41	0.000000E 00	-0.219087E 03
35	0.912376E-01	0.244471E-01	44	-0.219087E 03	0.000000E 00
36	0.818419E-01	0.472516E-01	45	0.000000E 00	-0.501497E 02
37	0.667910E-01	0.667916E-01	51	-0.501497E 02	0.000000E 00
38	0.472516E-01	0.818419E-01
G.P.	XX-STRESS	YY-STRESS	XY-STRESS	ZZ-STRESS	MAX P.S.	MIN P.S.	ANGLE	E.P.S.
ELEMENT NO. = 1
1	-0.125015E 02	0.145585E 02	-0.308575E 01	0.617103E 00	0.149059E 02	-0.128489E 02	6.424	0.452901E-03
2	-0.840843E 01	0.104656E 02	-0.101747E 02	0.617146E 00	0.149060E 02	-0.128488E 02	23.577	0.452852E-03
3	-0.959430E 01	0.174053E 02	-0.306854E 01	0.234329E 01	0.177496E 02	-0.993866E 01	6.403	0.112244E-03
4	-0.550191E 01	0.133124E 02	-0.101570E 02	0.234314E 01	0.177494E 02	-0.993889E 01	23.598	0.112237E-03

ELEMENT NO. = 2

1

-0.306428E 01

0.512105E 01

-0.132601E 02

0.617031E 00

0.149057E 02

-0.128490E 02

36.424

0.452796E-03

2

0.512105E 01

-0.306428E 01

-0.132601E 02

0.617031E 00

0.149057E 02

-0.128490E 02

-36.424

0.452796E-03

3

-0.187011E 00

0.799786E 01

-0.132254E 02

0.234325E 01

0.177495E 02

-0.993866E 01

36.403

0.112182E-03

4

0.799786E 01

-0.187011E 00

-0.132254E 02

0.234325E 01

0.177495E 02

-0.993866E 01

-36.403

0.112182E-03

ELEMENT NO. = 3

1

0.104656E 02

-0.840843E 01

-0.101747E 02

0.617146E 00

0.149060E 02

-0.128488E 02

-23.577

0.452852E-03

2

0.145585E 02

-0.125015E 02

-0.308575E 01

0.617103E 00

0.149059E 02

-0.128489E 02

-6.424

0.452901E-03

3

0.133124E 02

-0.550191E 01

-0.101570E 02

0.234314E 01

0.177494E 02

-0.993889E 01

-23.598

0.112237E-03

4

0.174053E 02

-0.959430E 01

-0.306854E 01

0.234329E 01

0.177496E 02

-0.993866E 01

-6.403

0.112244E-03

ELEMENT NO. = 4

1

-0.768855E 01

0.177524E 02

-0.288931E 01

0.301916E 01

0.180764E 02

-0.801257E 01

6.398

0.000000E 00

2

-0.383066E 01

0.138944E 02

-0.957149E 01

0.301912E 01

0.180763E 02

-0.801259E 01

23.601

0.000000E 00

3

-0.561211E 01

0.156759E 02

-0.242231E 01

0.301914E 01

0.159481E 02

-0.588426E 01

6.410

0.000000E 00

4

-0.238836E 01

0.124516E 02

-0.800669E 01

0.301897E 01

0.159478E 02

-0.588457E 01

23.589

0.000000E 00

ELEMENT NO. = 5

1

0.117360E 01

0.888913E 01

-0.124607E 02

0.301882E 01

0.180756E 02

-0.801283E 01

36.399

0.000000E 00

2

0.888913E 01

0.117360E 01

-0.124607E 02

0.301882E 01

0.180756E 02

-0.801283E 01

-36.399

0.000000E 00

3

0.180755E 01

0.825572E 01

-0.104291E 02

0.301898E 01

0.159477E 02

-0.588446E 01

36.411

0.000000E 00

4

0.825572E 01

0.180755E 01

-0.104291E 02

0.301898E 01

0.159477E 02

-0.588446E 01

-36.411

0.000000E 00

ELEMENT NO. = 6

1

0.138944E 02

-0.383066E 01

-0.957149E 01

0.301912E 01

0.180763E 02

-0.801259E 01

-23.601

0.000000E 00

2

0.177524E 02

-0.768855E 01

-0.288931E 01

0.301916E 01

0.180764E 02

-0.801257E 01

-6.398

0.000000E 00

3

0.124516E 02

-0.238836E 01

-0.800669E 01

0.301897E 01

0.159478E 02

-0.588457E 01

-23.589

0.000000E 00

4

0.156759E 02

-0.561211E 01

-0.242231E 01

0.301914E 01

0.159481E 02

-0.588426E 01

-6.410

0.000000E 00

ELEMENT NO. = 7

1

-0.413632E 01

0.141999E 02

-0.208235E 01

0.301908E 01

0.144334E 02

-0.436983E 01

6.398

0.000000E 00

2

-0.135581E 01

0.114194E 02

-0.689847E 01

0.301907E 01

0.144334E 02

-0.436983E 01

23.601

0.000000E 00

3

-0.229264E 01

0.123561E 02

-0.166675E 01

0.301905E 01

0.125434E 02

-0.247990E 01

6.410

0.000000E 00

4

-0.741370E-01

0.101375E 02

-0.550962E 01

0.301901E 01

0.125434E 02

-0.248000E 01

23.589

0.000000E 00

ELEMENT NO. = 8

1

0.225090E 01

0.781227E 01

-0.898102E 01

0.301895E 01

0.144332E 02

-0.437006E 01

36.398

0.000000E 00

2

0.781227E 01

0.225090E 01

-0.898102E 01

0.301895E 01

0.144332E 02

-0.437006E 01

-36.398

0.000000E 00

3

0.281300E 01

0.725044E 01

-0.717655E 01

0.301903E 01

0.125434E 02

-0.247998E 01

36.410

0.000000E 00

4

0.725044E 01

0.281300E 01

-0.717655E 01

0.301903E 01

0.125434E 02

-0.247998E 01

-36.410

0.000000E 00

ELEMENT NO. = 9

1

0.114194E 02

-0.135581E 01

-0.689847E 01

0.301907E 01

0.144334E 02

-0.436983E 01

-23.601

0.000000E 00

2

0.141999E 02

-0.413632E 01

-0.208235E 01

0.301908E 01

0.144334E 02

-0.436983E 01

-6.398

0.000000E 00

3

0.101375E 02

-0.741370E-01

-0.550962E 01

0.301901E 01

0.125434E 02

-0.248000E 01

-23.589

0.000000E 00

4

0.123561E 02

-0.229264E 01

-0.166675E 01

0.301905E 01

0.125434E 02

-0.247990E 01

-6.410

0.000000E 00

ELEMENT NO. = 10

1

-0.128137E 01

0.113448E 02

-0.143389E 01

0.301902E 01

0.115056E 02

-0.144216E 01

6.398

0.000000E 00

2

0.633380E 00

0.943011E 01

-0.475028E 01

0.301905E 01

0.115056E 02

-0.144210E 01

23.601

0.000000E 00

3

-0.200717E 00

0.102640E 02

-0.118721E 01

0.301899E 01

0.103970E 02

-0.333716E 00

6.392

0.000000E 00

4

0.138728E 01

0.867602E 01

-0.393779E 01

0.301899E 01

0.103971E 02

-0.333762E 00

23.608

0.000000E 00

ELEMENT NO. = 11

1

0.311689E 01

0.694658E 01

-0.618428E 01

0.301904E 01

0.115057E 02

-0.144222E 01

36.398

0.000000E 00

2

0.694658E 01

0.311689E 01

-0.618428E 01

0.301904E 01

0.115057E 02

-0.144222E 01

-36.398

0.000000E 00

3

0.344379E 01

0.661991E 01

-0.512514E 01

0.301911E 01

0.103974E 02

-0.333695E 00

36.392

0.000000E 00

4

0.661991E 01

0.344379E 01

-0.512514E 01

0.301911E 01

0.103974E 02

-0.333695E 00

-36.392

0.000000E 00

ELEMENT NO. = 12

1

0.943011E 01

0.633380E 00

-0.475028E 01

0.301905E 01

0.115056E 02

-0.144210E 01

-23.601

0.000000E 00

2

0.113448E 02

-0.128137E 01

-0.143389E 01

0.301902E 01

0.115056E 02

-0.144216E 01

-6.398

0.000000E 00

3

0.867602E 01

0.138728E 01

-0.393779E 01

0.301899E 01

0.103971E 02

-0.333762E 00

-23.608

0.000000E 00

4

0.102640E 02

-0.200717E 00

-0.118721E 01

0.301899E 01

0.103970E 02

-0.333716E 00

-6.392

0.000000E 00

A.4.7 Solution of a non-layered elasto-plastic Mindlin plate. Example of Section 9.7, Fig. 9.6

Input data

MINDLIN	NON-LAYERED	EXAMPLE,	SECTION	9.7,	FIG.	9.6
25	4	1	5	9	1	3	2	1	39	0
1	1	1	2	3	8	13	12	11	6	7
2	1	3	4	5	~10	15	14	13	8	9
3	1	11	12	13	18	23	22	21	16	17
4	1	13	14	15	20	25	24	23	18	19
1		0.0		0.0
3		0.25		0.0
5		0.5		0.0
11		0.0		0.25
13		0.25		0.25
15		0.50		0.25
21		0.0		0.50
23		0.25		0.50
25		0.50		0.50
1	111
2	110

3	110
4	110
5	110
6	101
10	010
11	101
15	010
16	101
20	010
21	101
22	001
23	001
24	001
25	011
1
10.92	0.3	0.01	1.0	0.04
1111
1111
UNIFORMLY DISTRIBUTED LOADING INTENSITY -0.01LB/SQ INCH
0
0.5	0.1	60	0	3	0.005	0.1	60	0	3
0.02	0.1	60	0	3	0.002	0.1	60	0	3
0.02	0.1	60	0	3	0.002	0.1	60	0	3
0.02	0.1	60	0	3	0.002	0.1	60	0	3
0.02	0.1	60	3	0.002	0.1	60	0	3
0.02	0.1	60	0	3	0.002	0.1	60	0	3
0.02	0.1	60	0	3	0.002	0.1	60	0	3
0.02	0.1	60	0	3	0.002	0	60	0	3
0.02	0.1	60	0	3	0.002	0.1	60	0	3
0.02	0.1	60	0	3	0.002	0.1	60	0	3
0.02	0.1	60	0	3		0.002	0.1	60	0	3
0.02	0.1	60	0	3	0.002	0.1	60	0	3
0.02	0.1	60	0	3	0.002	0.1	60	0	3
0.02	0.1	60	0	3	0.002	0.0	60	0	3
0.02	0.1	60	0	3	0.002	0.1	60	0	3
0.02	0.1	60	0	3	0.002	0.1	60	0	3
0.02	0.1	60	0	3
0.02	0.1	60	0	3	0.002	0.1	60	0	3
0.02	0.1	60	0	3	0.002	0.1	60	0	3
0.02	0.1	60	0	3	0.002		60	0	3
0.01	0.1	60	0	3	0.002	0.1	60	0	3
0.01	0.1	60	0	3	0.002	0.1	60	0	3
0.005	0.1	60	0	3	0.002	0.1	60	0	3
0.005	0.1	60	0	3	0.002	0.1	60	0	3
0.005	0.1	60	0	3	0.002	0.1	60		3

Line printer output

MINDLIN NON-LAYERED EXAMPLE, SECTION 9.7, FIG. 9.6
NPOIN = 25	NELEM = 4	NVFIX = 16	NTYPE = 5	NNODE = 9
NMATS = 1	NGAUS = 3	NEVAB = 27	NALGO = 2
NCRIT = 1	NINCS = 39	NLAPS = 0	NSWIT = 0
ELEMENT	PROPERTY	NODE NUMBERS
1	1	1	2	3	8	13	12	11	6	7
2	1	3	4	5	10	15	14	13	8	9
3	1	11	12	13	18	23	22	21	16	17
4	1	13	14	15	20	25	24	23	18	19
NODE	X	Y
1	0.00000	0.00000
2	.12500	0.00000
3	.25000	0.00000
4	.37500	0.00000
5	.50000	0.00000
6	0.00000	.12500
7	0.00000	0.00000
8	.25000	.12500
9	0.00000	0.00000
10	.50000	.12500
11	0.00000	.25000
12	.12500	.25000
13	.25000	.25000
14	.37500	.25000
15	.50000	.25000
16	0.00000	.37500
17	0.00000	0.00000
18	.25000	.37500
19	0.00000	0.00000
20	.50000	.37500
21	0.00000	.50000
22	.12500	.50000
23	.25000	.50000
24	.37500	.50000
25	.50000	.50000
NODE	CODE	FIXED VALUES
1	111	0.000000	0.000000	0.000000
2	110	0.000000	0.000000	0.000000
3	110	0.000000	0.000000	0.000000