type('97.inp')
 

*HEADING
 VERIFICATION OF ABAQUS PORE FLUID EFFECTIVE VELOCITY VECTOR OUTPUT TO MATLAB (FLVEL, RECORD KEY 97)
*PART,NAME=PART1
*NODE,NSET=SOIL
 1, 0.  ,  0.,  0.
 2, 0.5 ,  0.,  0.
 3, 0.5  ,  0.5,  0.
 4, 0. ,  0.5,  0.
 5, 0.  ,  0.,  0.5
 6, 0.5  ,  0.,  0.5
 7, 0.5  ,  0.5,  0.5
 8, 0.  ,  0.5,  0.5
*ELEMENT,TYPE=C3D8P,ELSET=SOIL
 1, 1,2,3,4, 5,6,7,8
*NSET,NSET=BOTTOM
 1,2,3,4
*NSET,NSET=LEFT
 1,4,5,8
*NSET,NSET=TOP
 5,6,7,8
*END PART
*ASSEMBLY,NAME=GEOASSEMBLY
*INSTANCE,NAME=IELA,PART=PART1
 0,0,0
*SOLID SECTION,MATERIAL=MATELA, ELSET=SOIL
*END INSTANCE
*END ASSEMBLY
*NSET,NSET=TOP
 IELA.TOP
*NSET,NSET=BOTTOM
 IELA.BOTTOM
*NSET,NSET=LEFT
 IELA.LEFT
*NSET,NSET=SOIL
 IELA.SOIL
*ELSET,ELSET=SOIL
 IELA.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
 LEFT,   3,3
 BOTTOM, 2,2
 BOTTOM, 3,3
*STEP,UNSYM=YES, NAME=STEP-1
*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
*OUTPUT, FIELD
*ELEMENT OUTPUT, ELSET=IELA.SOIL
 FLVEL,
*OUTPUT, HISTORY
*ELEMENT OUTPUT, ELSET=IELA.SOIL
 FLVEL,
*END STEP
 
 
 

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