Pile and no result

[mohsenkh]

Dear

I modeled a pile within a soil which consist four layers. When I analysis the model, there is no error. But there is no result. Can you help me?

Best Regards;

code of my model is:

wipe
model BasicBuilder -ndm 3 -ndf 6
#UNITS: N, M, S;

#node $nodeTag $x $y $z
node 1 0 0 0
node 2 0 0 -1
node 3 0 0 -2
node 4 0 0 -3
node 5 0 0 -4
node 6 0 0 -5
node 7 0 0 -6
node 8 0 0 -7
node 9 0 0 -8


#node $nodeTag $x $y $z
node 100 0 0 0
node 200 0 0 -1
node 300 0 0 -2
node 400 0 0 -3
node 500 0 0 -4
node 600 0 0 -5
node 700 0 0 -6
node 800 0 0 -7
node 900 0 0 -8

mass 1 756 756 756 756 756 756
mass 2 756 756 756 756 756 756
mass 3 756 756 756 756 756 756
mass 4 756 756 756 756 756 756
mass 5 756 756 756 756 756 756
mass 6 756 756 756 756 756 756
mass 7 756 756 756 756 756 756
mass 8 756 756 756 756 756 756
mass 9 756 756 756 756 756 756


#fix 100 1 1 1 1 1 1
fix 200 1 1 1 1 1 1
fix 300 1 1 1 1 1 1
fix 400 1 1 1 1 1 1
fix 500 1 1 1 1 1 1
fix 600 1 1 1 1 1 1
fix 700 1 1 1 1 1 1
fix 800 1 1 1 1 1 1
fix 900 1 1 1 1 1 1

uniaxialMaterial Steel02 1000 392.4e6 2.0e11 0.01 15 0.925 0.15 0.0005 0.01 0.0005 0.01

uniaxialMaterial Concrete01 2000 -24.525e6 -0.002 -18.0e6 -0.006

#Z=-1 PILE
uniaxialMaterial PySimple1 3000 2 96132.96 1.22e-3 0.1

#Z=-2
uniaxialMaterial PySimple1 3100 2 305363.52 2.11e-3 0.1

#Z=-3
uniaxialMaterial PySimple1 3200 1 443040 0.03 0.3

#Z=-4
uniaxialMaterial PySimple1 3300 1 513240 0.03 0.3

#Z=-5
uniaxialMaterial PySimple1 3400 1 582660 0.03 0.3

#Z=-6
uniaxialMaterial PySimple1 3500 2 4006482.48 5.44e-3 0.1

#z=-7
uniaxialMaterial PySimple1 3600 1 1350000 0.03 0.3

#Z=-8
uniaxialMaterial PySimple1 3700 1 1350000 0.03 0.3

#FRICTIONAL RESISTANCE
#uniaxialMaterial TzSimple1 $matTag $tzType $tult $z50

#Z=-1 PILE
uniaxialMaterial TzSimple1 4000 2 5948.34 127.0e-5

#Z=-2
uniaxialMaterial TzSimple1 4100 2 118966.92 127.0e-5

#Z=-3
uniaxialMaterial TzSimple1 4200 1 80199.86 1.86e-3

#Z=-4
uniaxialMaterial TzSimple1 4300 1 86143.67 1.86e-3

#Z=-5
uniaxialMaterial TzSimple1 4400 1 91087.88 1.86e-3

#Z=-6
uniaxialMaterial TzSimple1 4500 2 53734.12 127.0e-5

#Z=-7
uniaxialMaterial TzSimple1 4600 1 174473.4 1.86e-3

#Z=-8
uniaxialMaterial TzSimple1 4700 1 180527 1.86e-3

#Z=-8 PILE
uniaxialMaterial QzSimple1 5000 1 636172.51 7.8e-3

#SECTION OF PILES
section Fiber 6000 {
patch circ 2000 70 22 0.0 0.0 0.0 0.3 0.0 360.0
layer circ 1000 16 0.000616 0.0 0.0 0.236 0.0 360.0
}

geomTransf Corotational 1 0 1 0

#ELEMENT
#ELEMENT OF PILE
#element dispBeamColumn $eleTag $iNode $jNode $numIntgrPts $secTag $transfTag

#ELEMENT 1
element dispBeamColumn 10 1 2 5 6000 1 -mass 756

#ELEMENT 2
element dispBeamColumn 20 2 3 5 6000 1 -mass 756

#ELEMENT 3
element dispBeamColumn 30 3 4 5 6000 1 -mass 756

#ELEMENT 4
element dispBeamColumn 40 4 5 5 6000 1 -mass 756

#ELEMENT 5
element dispBeamColumn 50 5 6 5 6000 1 -mass 756

#ELEMENT 6
element dispBeamColumn 60 6 7 5 6000 1 -mass 756

#ELEMENT 7
element dispBeamColumn 70 7 8 5 6000 1 -mass 756

#ELEMENT 8
element dispBeamColumn 80 8 9 5 6000 1 -mass 756

#Z=-1 PILE
element zeroLength 9000 200 2 -mat 3000 3000 4000 -dir 1 2 3

#Z=-2
element zeroLength 9100 300 3 -mat 3100 3100 4100 -dir 1 2 3

#Z=-3
element zeroLength 9200 400 4 -mat 3200 3200 4200 -dir 1 2 3

#Z=-4
element zeroLength 9300 500 5 -mat 3300 3300 4300 -dir 1 2 3

#Z=-5
element zeroLength 9400 600 6 -mat 3400 3400 4400 -dir 1 2 3

#Z=-6
element zeroLength 9500 700 7 -mat 3500 3500 4500 -dir 1 2 3

#Z=-7
element zeroLength 9600 800 8 -mat 3600 3600 4600 -dir 1 2 3

#Z=-8
element zeroLength 9700 900 9 -mat 3700 3700 4700 -dir 1 2 3

pattern Plain 1 Linear {
load 1 5000 -8000 -1000 1300 23450 67540
}

recorder Node -file Node91.out -time -node 2 -dof 1 2 3 disp
recorder Node -file Node9.out -time -node 2 -dof 1 2 3 reaction
recorder Element -file Element 80.out -time ele 80 localForce

system Band General
constraints Transformation
numberer RCM
test NormDispIncr 1.0e-2 100
algorithm ModifiedNewton
integrator LoadControl 0.1
analysis Static
analyze 10

[vesna]

You have a typo in definition of system and one of recorders.

recorder Element -file Element80.out -time ele 80 localForce

system BandGeneral

After you correct it you will see get some error messages telling you that your model is unstable. I looked at your model and I saw that you have 3D zero-lenght elements with 6DOFs that are defined by 3DOFs only. You either need to constrain end nodes in DOFs that were not defined or to define other DOFs as well.