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Ansys_link.py
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# -*- coding: utf-8 -*-
"""
Created on Mon Aug 31 17:46:47 2015
@author: Johan Antonissen ([email protected])
"""
from math import pi,sqrt
from parts import Input_data, Tower, Jacket
class nodebuilder:
def __init__(self,wireframe):
self.wireframe=wireframe
self.jointlist=[]
def compute(self):
self.build_joints()
return self.jointlist
def build_joints(self):
jointlist=[]
wireframe=self.wireframe
for bay in range(len(wireframe)):
if bay == 0:
jointlist.append([])
z=wireframe[0][1]+wireframe[0][6]
W_bay=wireframe[0][3]
for i in range(4):
if i == 0:
#joint 1
x,y=-W_bay/2.0,-W_bay/2.0
jointlist[0].append([x,y,z])
elif i == 1:
#joint 2
x,y=W_bay/2.0,-W_bay/2.0
jointlist[0].append([x,y,z])
elif i == 2:
#joint 3
x,y=W_bay/2.0,W_bay/2.0
jointlist[0].append([x,y,z])
elif i == 3:
#joint 4
x,y=-W_bay/2.0,W_bay/2.0
jointlist[0].append([x,y,z])
jointlist.append([])
z=wireframe[bay][6]
W_bay=wireframe[bay][4]
for i in range(4):
if i == 0:
#joint 1
x,y=-W_bay/2.0,-W_bay/2.0
jointlist[bay+1].append([x,y,z])
elif i == 1:
#joint 2
x,y=W_bay/2.0,-W_bay/2.0
jointlist[bay+1].append([x,y,z])
elif i == 2:
#joint 3
x,y=W_bay/2.0,W_bay/2.0
jointlist[bay+1].append([x,y,z])
elif i == 3:
#joint 4
x,y=-W_bay/2.0,W_bay/2.0
jointlist[bay+1].append([x,y,z])
self.jointlist=jointlist
class nodewriter:
def __init__(self,wireframe,jointlist):
self.wireframe=wireframe
self.jointlist=jointlist
self.nodecount=0
def compute(self):
wireframe=self.wireframe
jointlist=self.jointlist
text=open('ANSYS-link180.txt','w')
text.truncate()
text.write('!THIS FIILE IS USED AS INPUT FILE FOR ANSYS TO BUILD A link180 JACKET'+'\n')
text.write('/TITLE, Jacket LINK180'+'\n')
text.write('/PREP7'+'\n')
text.write('\n'+'!nodes'+'\n')
nodecounter=0
for bay in range(len(wireframe)):
for i in range(4):
#Nodes at top bay
nodecounter=nodecounter+1
text.write('n,'+str(nodecounter)+','+str(jointlist[bay][i][0])+','+str(jointlist[bay][i][1])+','+str(jointlist[bay][i][2])+'\n')
if bay == len(wireframe)-1:
for i in range(4):
#Nodes at bottom bay
nodecounter=nodecounter+1
text.write('n,'+str(nodecounter)+','+str(jointlist[bay+1][i][0])+','+str(jointlist[bay+1][i][1])+','+str(jointlist[bay+1][i][2])+'\n')
text.close()
self.nodecount=nodecounter
return self.nodecount
class elementwriter:
def __init__(self,jacketlist,nodecount,Ed):
self.Ed=Ed
self.nodecount=nodecount
self.jacketlist=jacketlist
def area(self,D,wt):
return pi/4.0*(D**2-(D-2*wt)**2)
def compute(self):
text=open('ANSYS-link180.txt','a')
text.write('\n'+'!ELEMENTS'+'\n')
jacketlist=self.jacketlist
baycount=len(jacketlist)
typecounter=1
#First we create libraries containing data for the elements
text.write('\n'+'!Element type creation'+'\n')
text.write('mp,ex,'+str(typecounter)+','+str(self.Ed)+'\n')
text.write('mp,prxy,'+str(typecounter)+',0.3'+'\n')
text.write('mp,dens,'+str(typecounter)+',0'+'\n'+'\n')
text.write('ET,1,link180'+'\n')
for bay in range(baycount):
Aleg=self.area(jacketlist[bay][0],jacketlist[bay][2])
Abrace=self.area(jacketlist[bay][1],jacketlist[bay][3])
for i in range(2):
if i == 0:
A=Aleg
elif i == 1:
A=Abrace
text.write('R,'+str(typecounter)+','+str(A)+'\n')
typecounter=typecounter+1
text.write('\n'+'!Element creation'+'\n')
#Then we create the elements and attach the data to them
for bay in range(baycount):
#Leg element creation
text.write('\n'+'!leg'+'\n')
text.write('TYPE,1'+'\n')
text.write('MAT,1'+'\n')
text.write('REAL,'+str(2*bay+1)+'\n')
for i in range(4):
text.write('E,'+str(bay*4+i+1)+','+str(bay*4+i+5)+'\n')
#Brace element creation
text.write('\n'+'!brace'+'\n')
text.write('TYPE,1'+'\n')
text.write('MAT,1'+'\n')
text.write('REAL,'+str(2*bay+2)+'\n')
for i in range(4):
if i != 3:
#Left brace
text.write('E,'+str(bay*4+i+1)+','+str(bay*4+i+6)+'\n')
#Right brace
text.write('E,'+str(bay*4+i+2)+','+str(bay*4+i+5)+'\n')
else:
#Left brace
text.write('E,'+str(bay*4+i+1)+','+str(bay*4+i+2)+'\n')
#Right brace
text.write('E,'+str(bay*4+i-2)+','+str(bay*4+i+5)+'\n')
text.close()
class loadbuilder:
def __init__(self,wireframe,tower_loads,jacket_env_loads,jacket_grav_loads):
self.wireframe=wireframe
self.tower_loads=tower_loads
self.jacket_env_loads=jacket_env_loads
self.jacket_grav_loads=jacket_grav_loads
self.planeloads=[]
def compute(self):
self.load_creator()
self.load_writer()
def load_creator(self):
wireframe=self.wireframe
L_tower=self.tower_loads
L_jacket_e=self.jacket_env_loads
L_jacket_g=self.jacket_grav_loads
bays=len(wireframe)
planeloads=[]
for bay in range(bays):
if bay == 0:
planeloads.append([[[],[]],[[],[]],[[],[]]])
planeloads.append([])
for LC in range(3):
planeloads[bay+1].append([])
for angle in range(2):
planeloads[bay+1][LC].append([])
for node in range(4):
if bay == 0:
Fx_tower=abs(L_tower[LC][0])
Fz_tower=abs(L_tower[LC][2])
My_tower=abs(L_tower[LC][4])
if angle == 0:
if (node == 0) or (node == 3):
Fx=Fx_tower/4.0
Fy=0.0
Fz=-Fz_tower/4.0+My_tower/(2.0*wireframe[bay][3]) #/sqrt(2)
planeloads[bay][LC][angle].append([int(Fx),int(Fy),int(Fz)])
elif (node == 1) or (node == 2):
Fx=Fx_tower/4.0
Fy=0.0
Fz=-Fz_tower/4.0-My_tower/(2.0*wireframe[0][3]) #/sqrt(2)
planeloads[bay][LC][angle].append([int(Fx),int(Fy),int(Fz)])
elif angle == 1:
if node == 0:
Fx=1/sqrt(2)*Fx_tower/4.0
Fy=1/sqrt(2)*Fx_tower/4.0
Fz=-Fz_tower/4.0+My_tower/(wireframe[0][3]*sqrt(2)) #/2
planeloads[bay][LC][angle].append([int(Fx),int(Fy),int(Fz)])
elif (node == 1) or (node == 3):
Fx=1/sqrt(2)*Fx_tower/4.0
Fy=1/sqrt(2)*Fx_tower/4.0
Fz=-Fz_tower/4.0
planeloads[bay][LC][angle].append([int(Fx),int(Fy),int(Fz)])
elif node == 2:
Fx=1/sqrt(2)*Fx_tower/4.0
Fy=1/sqrt(2)*Fx_tower/4.0
Fz=-Fz_tower/4.0-My_tower/(wireframe[0][3]*sqrt(2)) #/2
planeloads[bay][LC][angle].append([int(Fx),int(Fy),int(Fz)])
if angle == 0:
if (node == 0) or (node == 3):
Fx_env=sqrt(L_jacket_e[bay][angle][LC][0]**2+L_jacket_e[bay][angle][LC][1]**2)
Fz_grav=abs(L_jacket_g[bay])
My_env=sqrt(L_jacket_e[bay][angle][LC][2]**2+L_jacket_e[bay][angle][LC][3]**2)
Hbay=wireframe[bay][1]
#W_top=wireframe[bay][3]
W_bot=wireframe[bay][4]
FxTOT_top=My_env/Hbay
FxTOT_bot=Fx_env-FxTOT_top
#FzTOT_top=0.0
FzTOT_bot=Fz_grav
#MyTOT_top=0.0
MyTOT_bot=My_env
Fx_top=FxTOT_top/4.0+planeloads[bay][LC][angle][node][0]
Fx_bot=FxTOT_bot/4.0
Fy_top=0.0
Fy_bot=0.0
Fz_top=0.0+planeloads[bay][LC][angle][node][2]
Fz_bot=-FzTOT_bot/4.0+MyTOT_bot/(2*W_bot)
planeloads[bay][LC][angle][node][0]=int(Fx_top)
planeloads[bay][LC][angle][node][1]=int(Fy_top)
planeloads[bay][LC][angle][node][2]=int(Fz_top)
planeloads[bay+1][LC][angle].append([int(Fx_bot),int(Fy_bot),int(Fz_bot)])
elif (node == 1) or (node == 2):
Fx_env=sqrt(L_jacket_e[bay][angle][LC][0]**2+L_jacket_e[bay][angle][LC][1]**2)
Fz_grav=abs(L_jacket_g[bay])
My_env=sqrt(L_jacket_e[bay][angle][LC][2]**2+L_jacket_e[bay][angle][LC][3]**2)
Hbay=wireframe[bay][1]
#W_top=wireframe[bay][3]
W_bot=wireframe[bay][4]
FxTOT_top=My_env/Hbay
FxTOT_bot=Fx_env-FxTOT_top
#FzTOT_top=0.0
FzTOT_bot=Fz_grav
#MyTOT_top=0.0
MyTOT_bot=My_env
Fx_top=FxTOT_top/4.0+planeloads[bay][LC][angle][node][0]
Fx_bot=FxTOT_bot/4.0
Fy_top=0.0
Fy_bot=0.0
Fz_top=0.0+planeloads[bay][LC][angle][node][2]
Fz_bot=-FzTOT_bot/4.0-MyTOT_bot/(2*W_bot)
planeloads[bay][LC][angle][node][0]=int(Fx_top)
planeloads[bay][LC][angle][node][1]=int(Fy_top)
planeloads[bay][LC][angle][node][2]=int(Fz_top)
planeloads[bay+1][LC][angle].append([int(Fx_bot),int(Fy_bot),int(Fz_bot)])
elif angle == 1:
if node == 0:
Fx_env=sqrt(L_jacket_e[bay][angle][LC][0]**2+L_jacket_e[bay][angle][LC][1]**2)
Fz_grav=abs(L_jacket_g[bay])
My_env=sqrt(L_jacket_e[bay][angle][LC][2]**2+L_jacket_e[bay][angle][LC][3]**2)
Hbay=wireframe[bay][1]
#W_top=wireframe[bay][3]
W_bot=wireframe[bay][4]
FxTOT_top=My_env/Hbay
FxTOT_bot=Fx_env-FxTOT_top
#FzTOT_top=0.0
FzTOT_bot=Fz_grav
#MyTOT_top=0.0
MyTOT_bot=My_env
Fx_top=1/sqrt(2)*FxTOT_top/4.0+planeloads[bay][LC][angle][node][0]
Fx_bot=1/sqrt(2)*FxTOT_bot/4.0
Fy_top=1/sqrt(2)*FxTOT_top/4.0+planeloads[bay][LC][angle][node][1]
Fy_bot=1/sqrt(2)*FxTOT_bot/4.0
Fz_top=0.0+planeloads[bay][LC][angle][node][2]
Fz_bot=-FzTOT_bot/4.0+MyTOT_bot/(W_bot*sqrt(2))#/2
planeloads[bay][LC][angle][node][0]=int(Fx_top)
planeloads[bay][LC][angle][node][1]=int(Fy_top)
planeloads[bay][LC][angle][node][2]=int(Fz_top)
planeloads[bay+1][LC][angle].append([int(Fx_bot),int(Fy_bot),int(Fz_bot)])
elif (node==1) or (node==3):
Fx_env=sqrt(L_jacket_e[bay][angle][LC][0]**2+L_jacket_e[bay][angle][LC][1]**2)
Fz_grav=abs(L_jacket_g[bay])
My_env=sqrt(L_jacket_e[bay][angle][LC][2]**2+L_jacket_e[bay][angle][LC][3]**2)
Hbay=wireframe[bay][1]
#W_top=wireframe[bay][3]
W_bot=wireframe[bay][4]
FxTOT_top=My_env/Hbay
FxTOT_bot=Fx_env-FxTOT_top
#FzTOT_top=0.0
FzTOT_bot=Fz_grav
#MyTOT_top=0.0
MyTOT_bot=My_env
Fx_top=1/sqrt(2)*FxTOT_top/4.0+planeloads[bay][LC][angle][node][0]
Fx_bot=1/sqrt(2)*FxTOT_bot/4.0
Fy_top=1/sqrt(2)*FxTOT_top/4.0+planeloads[bay][LC][angle][node][1]
Fy_bot=1/sqrt(2)*FxTOT_bot/4.0
Fz_top=0.0+planeloads[bay][LC][angle][node][2]
Fz_bot=-FzTOT_bot/4.0
planeloads[bay][LC][angle][node][0]=int(Fx_top)
planeloads[bay][LC][angle][node][1]=int(Fy_top)
planeloads[bay][LC][angle][node][2]=int(Fz_top)
planeloads[bay+1][LC][angle].append([int(Fx_bot),int(Fy_bot),int(Fz_bot)])
elif node == 2:
Fx_env=sqrt(L_jacket_e[bay][angle][LC][0]**2+L_jacket_e[bay][angle][LC][1]**2)
Fz_grav=abs(L_jacket_g[bay])
My_env=sqrt(L_jacket_e[bay][angle][LC][2]**2+L_jacket_e[bay][angle][LC][3]**2)
Hbay=wireframe[bay][1]
#W_top=wireframe[bay][3]
W_bot=wireframe[bay][4]
FxTOT_top=My_env/Hbay
FxTOT_bot=Fx_env-FxTOT_top
#FzTOT_top=0.0
FzTOT_bot=Fz_grav
#MyTOT_top=0.0
MyTOT_bot=My_env
Fx_top=1/sqrt(2)*FxTOT_top/4.0+planeloads[bay][LC][angle][node][0]
Fx_bot=1/sqrt(2)*FxTOT_bot/4.0
Fy_top=1/sqrt(2)*FxTOT_top/4.0+planeloads[bay][LC][angle][node][1]
Fy_bot=1/sqrt(2)*FxTOT_bot/4.0
Fz_top=0.0+planeloads[bay][LC][angle][node][2]
Fz_bot=-FzTOT_bot/4.0-MyTOT_bot/(W_bot*sqrt(2)) #/2
planeloads[bay][LC][angle][node][0]=int(Fx_top)
planeloads[bay][LC][angle][node][1]=int(Fy_top)
planeloads[bay][LC][angle][node][2]=int(Fz_top)
planeloads[bay+1][LC][angle].append([int(Fx_bot),int(Fy_bot),int(Fz_bot)])
self.planeloads=planeloads
def load_writer(self):
loads=self.planeloads
counter=0
bays=len(loads)-1
text=open('ANSYS-link180.txt','a')
text.write('\n'+'!ANSYS LOADFILES ARE CREATED'+'\n')
text.write('/SOLU'+'\n')
for LC in range(3):
for angle in range(2):
counter=counter+1
if angle == 0:
ANGLE=0
else:
ANGLE=45
text.write('\n'+'!LOADSTEP '+str(counter)+': LC '+str(LC+1)+' angle '+str(ANGLE)+'\n')
text.write('\n'+'!CONSTRAINTS'+'\n')
for node in range(4):
nodeBOT=4*(bays)+node+1
#Finally we constrain nodes to the subsoil
text.write('D,'+str(nodeBOT)+',ux,0'+'\n')
text.write('D,'+str(nodeBOT)+',uy,0'+'\n')
text.write('D,'+str(nodeBOT)+',uz,0'+'\n')
text.write('\n'+'!FORCES'+'\n')
for plane in range(len(loads)):
for node in range(4):
nodeNR=plane*4+node+1
FX=loads[plane][LC][angle][node][0]
FY=loads[plane][LC][angle][node][1]
FZ=loads[plane][LC][angle][node][2]
text.write('F,'+str(nodeNR)+',fx,'+str(FX)+'\n')
text.write('F,'+str(nodeNR)+',fy,'+str(FY)+'\n')
text.write('F,'+str(nodeNR)+',fz,'+str(FZ)+'\n')
text.write('KBC,1'+'\n')
text.write('LSWRITE'+'\n')
text.close()
class static_analysis:
def __init__(self,wireframe,jacketdimensions):
self.wireframe=wireframe
self.jacketdimensions=jacketdimensions
def compute(self):
text=open('ANSYS-link180.txt','a')
text.write('\n'+'!ANSYS SOLUTIONS ARE CREATED'+'\n')
text.write('/SOLU'+'\n')
text.write('LSSOLVE,1,6,1'+'\n')
text.close()
self.graphics()
self.create_tables()
self.write_images()
self.write_text()
def create_tables(self):
text=open('ANSYS-link180.txt','a')
text.write('/post1'+'\n')
text.write('ETABLE,Fx,SMISC,1'+'\n') #Axial force
text.write('ETABLE,Sx,LS,1'+'\n') #Internal stress
text.write('ETABLE,A,LS,2'+'\n') #Area
text.close()
def graphics(self):
text=open('ANSYS-link180.txt','a')
text.write('/auto,1'+'\n')
text.write('/RGB,index,100,100,100,0'+'\n')
text.write('/RGB,index,80,80,80,13'+'\n')
text.write('/RGB,index,60,600,600,14'+'\n')
text.write('/RGB,index,0,0,0,15'+'\n')
text.write('/angle,1,-90,xs,0'+'\n')
text.write('/angle,1,105,ys,1'+'\n')
text.write('/angle,1,25,xs,1'+'\n')
text.write('/angle,1,-180,ys,1'+'\n')
text.write('/angle,1,10,xs,1'+'\n')
text.write('/angle,1,10,ys,1'+'\n')
text.write('/auto,1'+'\n')
text.write('EPLOT'+'\n')
text.write('/pnum,node,1'+'\n')
text.write('/replot'+'\n')
text.write('/image,save,LINK-node,png'+'\n')
text.write('/pnum,elem,1'+'\n')
text.write('/replot'+'\n')
text.write('/image,save,LINK-elem,png'+'\n')
text.write('/pnum,node,0'+'\n')
text.write('/pnum,elem,0'+'\n')
text.close()
def write_images(self):
text=open('ANSYS-link180.txt','a')
text.write('/post1'+'\n')
LCcounter=1
for LC in range(3):
for angle in range(2):
if angle == 0:
angleNR = 0
elif angle == 1:
angleNR = 45
text.write('/post1'+'\n')
text.write('SET,'+str(LCcounter)+'\n')
text.write('ETABLE,REFL'+'\n')
text.write('PLLS,Fx,Fx,1,0'+'\n')
text.write('/image,save,LINK-FX-LC'+str(LC+1)+'A'+str(angleNR)+',png'+'\n')
text.write('/post1'+'\n')
text.write('PLLS,Sx,Sx,1,0'+'\n')
text.write('/image,save,LINK-SX-LC'+str(LC+1)+'A'+str(angleNR)+',png'+'\n')
LCcounter=LCcounter+1
text.close()
def write_text(self):
text=open('ANSYS-link180.txt','a')
text.write('/post1'+'\n')
LCcounter=1
for LC in range(3):
for angle in range(2):
if angle == 0:
angleNR = 0
elif angle == 1:
angleNR = 45
text.write('/post1'+'\n')
text.write('SET,'+str(LCcounter)+'\n')
text.write('ETABLE,REFL'+'\n')
text.write('/output,LINK-FEXT'+str(LC+1)+'A'+str(angleNR)+',out'+'\n')
text.write('FLIST'+'\n')
text.write('/output,LINK-ERES'+str(LC+1)+'A'+str(angleNR)+',out'+'\n')
text.write('PRESOL,ELEM'+'\n')
text.write('/output,LINK-LOADS-LC'+str(LC+1)+'A'+str(angleNR)+',out'+'\n')
text.write('PRESOL,F,x'+'\n')
text.write('/output,LINK-STRESS-LC'+str(LC+1)+'A'+str(angleNR)+',out'+'\n')
text.write('PRESOL,S,x'+'\n')
text.write('/output'+'\n')
LCcounter=LCcounter+1
text.close()
def ansys():
#def main():
#Ed=str(2.e11)
Ed=str(Input_data.stored_data.Ed)
#wireframe=[[2, 16.69, 42.1536595359841, 17.101249112742135, 19.771649112742136, 13.667817989808237, 16.69, 265.4260787400991, 317.8463404640159, 274.5739212599009, 222.15365953598408, 85.42607874009914, 42.1536595359841, 94.57392125990086, 137.84634046401592, 0.08], [2, 16.69, 38.33478236213461, 19.771649112742136, 22.442049112742136, 16.556211994722393, 0.0, 265.4260787400991, 321.66521763786534, 274.5739212599009, 218.3347823621346, 85.42607874009914, 38.33478236213461, 94.57392125990086, 141.6652176378654, 0.08]]
wireframe=Jacket.stored_data.wireframe
#jacketdimensions=[[0.53938685241171935, 0.32363211144703158, 0.021887070822416265, 0.012842544105040935], [0.59332554765289136, 0.35599532859173483, 0.023544664589400452, 0.014881691457659524]]
jacketdimensions=Jacket.stored_data.Jacket_dimensions
#tower_load=[[2654083, 0.0, 4922811, 0.0, 178932153, 0.0], [2083014, 0.0, 4922811, 0.0, 117938697, 0.0], [2520451, 0.0, 4922811, 0.0, 140909950, 0.0]]
tower_load=Tower.stored_data.loadbottom
#jacket_environmental_load=[[[[186192, 82077, 986020, 427734], [1085501, 120590, 5628819, 621747], [715764, 115395, 3728904, 596359]], [[292158, 90614, 1547183, 472225], [1703280, 133133, 8832287, 686419], [1123120, 127398, 5851094, 658390]]], [[[214698, 162073, 3691824, 2736875], [2313397, 325381, 38775115, 5425085], [1342625, 291993, 22614770, 4880271]], [[342227, 178956, 5884729, 3021974], [3687531, 359276, 61807121, 5990215], [2140130, 322410, 36047703, 5388648]]]]
jacket_environmental_load=Jacket.stored_data.environmental_loads_per_bay
#jacket_gravitational_load=[524726, 689753]
jacket_gravitational_load=Jacket.stored_data.gravitational_loads_per_bay
nodecalc=nodebuilder(wireframe)
jointlist=nodecalc.compute()
nodeANSYS=nodewriter(wireframe,jointlist)
nodecount=nodeANSYS.compute()
elementANSYS=elementwriter(jacketdimensions,nodecount,Ed)
elementANSYS.compute()
loadANSYS=loadbuilder(wireframe,tower_load,jacket_environmental_load,jacket_gravitational_load)
loadANSYS.compute()
staticANSYS=static_analysis(wireframe,jacketdimensions)
staticANSYS.compute()
#main()