type('97.inp')
*HEADING
VERIFICATION OF ABAQUS PORE FLUID EFFECTIVE VELOCITY VECTOR OUTPUT TO MATLAB (FLVEL, RECORD KEY 89)
*PART,NAME=PART2
*NODE,NSET=SOIL
1, 0.0, 0.0
2, 1.0, 0.0
3, 1.0, 1.0
4, 0.0, 1.0
5, 0.5, 0.0
6, 1.0, 0.5
7, 0.5, 1.0
8, 0.0, 0.5
9, 2.0, 0.0
10, 3.0, 0.0
11, 3.0, 1.0
12, 2.0, 1.0
13, 2.5, 0.0
14, 3.0, 0.5
15, 2.5, 1.0
16, 2.0, 0.5
*NSET,NSET=TOP
3,4,7, 11,12,15
*NSET,NSET=BOTTOM
1,2,5, 9,10,13
*NSET,NSET=LEFT
1,4,8, 9,12,16
*ELEMENT,TYPE=CPE8P,ELSET=SOIL
1, 1,2,3,4, 5,6,7,8
*ELEMENT,TYPE=CPE8RP,ELSET=SOIL
2, 9,10,11,12, 13,14,15,16
*END PART
*PART,NAME=PART4
*NODE,NSET=SOIL
1, 0.0, 0.0
2, 1.0, 0.0
3, 1.0, 1.0
4, 0.0, 1.0
5, 0.5, 0.0
6, 1.0, 0.5
7, 0.5, 1.0
8, 0.0, 0.5
9, 2.0, 0.0
10, 3.0, 0.0
11, 3.0, 1.0
12, 2.0, 1.0
13, 2.5, 0.0
14, 3.0, 0.5
15, 2.5, 1.0
16, 2.0, 0.5
17, 4.0, 0.0
18, 5.0, 0.0
19, 5.0, 1.0
20, 4.0, 1.0
21, 4.5, 0.0
22, 5.0, 0.5
23, 4.5, 1.0
24, 4.0, 0.5
25, 6.0, 0.0
26, 7.0, 0.0
27, 7.0, 1.0
28, 6.0, 1.0
29, 6.5, 0.0
30, 7.0, 0.5
31, 6.5, 1.0
32, 6.0, 0.5
*NSET,NSET=TOP
3,4,7, 11,12,15, 19,20,23, 27,28,31
*NSET,NSET=BOTTOM
1,2,5, 9,10,13, 17,18,21, 25,26,29
*NSET,NSET=LEFT
1,4,8, 9,12,16, 17,20,24, 25,28,32
*ELEMENT,TYPE=CPE8P,ELSET=SOIL
1, 1,2,3,4, 5,6,7,8
*ELEMENT,TYPE=CPE8RP,ELSET=SOIL
2, 9,10,11,12, 13,14,15,16
*ELEMENT,TYPE=CPE8P,ELSET=SOIL
3, 17,18,19,20, 21,22,23,24
*ELEMENT,TYPE=CPE8RP,ELSET=SOIL
4, 25,26,27,28, 29,30,31,32
*END PART
*ASSEMBLY,NAME=GEOASSEMBLY
*INSTANCE,NAME=IELA,PART=PART4
0,0,0
*SOLID SECTION,MATERIAL=MATELA, ELSET=SOIL
*END INSTANCE
*INSTANCE,NAME=IPOR,PART=PART2
0,3,0
*SOLID SECTION,MATERIAL=MATPOR, ELSET=SOIL
*END INSTANCE
*END ASSEMBLY
*NSET,NSET=TOP
IELA.TOP,IPOR.TOP
*NSET,NSET=BOTTOM
IELA.BOTTOM,IPOR.BOTTOM
*NSET,NSET=LEFT
IELA.LEFT,IPOR.LEFT
*NSET,NSET=SOIL
IELA.SOIL,IPOR.SOIL
*ELSET,ELSET=SOIL
IELA.SOIL,IPOR.SOIL
*MATERIAL,NAME=MATELA
*ELASTIC
1000.0,0.3
*PERMEABILITY,SPECIFIC=10.0
1.0,0.0
*MATERIAL,NAME=MATPOR
*POROUS ELASTIC
.026,.3,100.0
*PERMEABILITY,SPECIFIC=10.0
1.0,0.0
*INITIAL CONDITIONS,TYPE=RATIO
SOIL,1.08,0.,1.08,1.
*INITIAL CONDITIONS,TYPE=STRESS
SOIL,-10.,-10.,-10.
*BOUNDARY
LEFT, 1,1
BOTTOM, 2,2
*STEP,UNSYM=YES
GEOSTATIC INITIAL STRESS STATE
*GEOSTATIC,UTOL
0.5,1.0
*DLOAD
SOIL,P2,100.
*BOUNDARY
BOTTOM, 8,8
TOP, 8,8, 100.0
*FILE FORMAT, ASCII
*EL FILE
FLVEL
*END STEP