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authordeepa-chaudhari2015-06-08 23:23:34 +0530
committerdeepa-chaudhari2015-06-08 23:23:34 +0530
commit4d9df2cc747de8af9234bf105cc052d3fd5681d7 (patch)
tree36779a36e76d01ef4af01c9fbc1c9a39a1faaded
parenta57cb415d3873120a89e3bd71aac75afba4c4a74 (diff)
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arranging nutbolt assembly
-rw-r--r--Connections/Shear/Finplate/bolt.py14
-rw-r--r--Connections/Shear/Finplate/colWebBeamWebConnectivity.py165
-rw-r--r--Connections/Shear/Finplate/finPlateMain.py49
-rw-r--r--Connections/Shear/Finplate/nut.py122
-rw-r--r--Connections/Shear/Finplate/nutBoltPlacement.py70
-rw-r--r--Connections/Shear/Finplate/plate.py1
6 files changed, 213 insertions, 208 deletions
diff --git a/Connections/Shear/Finplate/bolt.py b/Connections/Shear/Finplate/bolt.py
index b3d654a..4badc86 100644
--- a/Connections/Shear/Finplate/bolt.py
+++ b/Connections/Shear/Finplate/bolt.py
@@ -10,7 +10,10 @@ from OCC.BRepPrimAPI import BRepPrimAPI_MakeCylinder
from OCC.BRepAlgo import BRepAlgo_BooleanOperations
from OCC.gp import gp_Pnt, gp_Dir, gp_Pln, gp_Ax2
from OCC.BRepAlgoAPI import BRepAlgoAPI_Fuse
-
+from OCC.BRepFilletAPI import BRepFilletAPI_MakeFillet
+from OCC.TopAbs import TopAbs_EDGE
+from OCC.TopoDS import topods
+from OCC.TopExp import TopExp_Explorer
class Bolt(object):
#
@@ -55,10 +58,19 @@ class Bolt(object):
aFace = makeFaceFromWire(wire)
extrudeDir = self.T * self.wDir # extrudeDir is a numpy array
boltHead = makePrismFromFace(aFace, extrudeDir)
+ mkFillet = BRepFilletAPI_MakeFillet(boltHead)
+ anEdgeExplorer = TopExp_Explorer(boltHead, TopAbs_EDGE)
+ while anEdgeExplorer.More():
+ aEdge = topods.Edge(anEdgeExplorer.Current())
+ mkFillet.Add(self.T / 17. , aEdge)
+ anEdgeExplorer.Next()
+
+ boltHead = mkFillet.Shape()
cylOrigin = self.secOrigin + self.T * self.wDir
boltCylinder = BRepPrimAPI_MakeCylinder(gp_Ax2(getGpPt(cylOrigin), getGpDir(self.wDir)), self.r, self.H).Shape()
whole_Bolt = BRepAlgoAPI_Fuse(boltHead,boltCylinder).Shape()
+ mkFillet = BRepFilletAPI_MakeFillet(whole_Bolt)
return whole_Bolt
diff --git a/Connections/Shear/Finplate/colWebBeamWebConnectivity.py b/Connections/Shear/Finplate/colWebBeamWebConnectivity.py
index 6a98a99..46bdc27 100644
--- a/Connections/Shear/Finplate/colWebBeamWebConnectivity.py
+++ b/Connections/Shear/Finplate/colWebBeamWebConnectivity.py
@@ -12,51 +12,54 @@ from nut import Nut
import copy
from OCC.BRepPrimAPI import BRepPrimAPI_MakeSphere
from OCC.gp import gp_Pnt
-from Connections.Shear.Finplate.nutBoltPlacement import NutBoltArray
+from nutBoltPlacement import NutBoltArray
+#from Connections.Shear.Finplate.nutBoltPlacement import NutBoltArray
class ColWebBeamWeb(object):
- def __init__(self,column,beam,Fweld,plate,NutBoltArray):
+ def __init__(self,column,beam,Fweld,plate,nutBoltArray):
self.column = column
self.beam = beam
self.weldLeft = Fweld
self.weldRight = copy.deepcopy(Fweld)
self.plate = plate
- self.NutBoltArray = NutBoltArray
+ self.nutBoltArray = nutBoltArray
self.columnModel = None
self.beamModel = None
self.weldModelLeft = None
self.weldModelRight = None
self.plateModel = None
-# self.bolts =[]
-# self.nuts = []
-# self.boltModels = []
-# self.nutModels = []
self.clearDist = 20.0 # This distance between edge of the column web/flange and beam cross section
def create_3dmodel(self):
-
- # ISection COLUMN
+ self.creatColumGeometry()
+ self.createBeamGeometry()
+ self.createPlateGeometry()
+ self.createFilletWeldGeometry()
+ self.createNutBoltArray()
+
+ # Call for createModel
+ self.columnModel = self.column.createModel()
+ self.beamModel = self.beam.createModel()
+ self.plateModel = self.plate.createModel()
+ self.weldModelLeft = self.weldLeft.createModel()
+ self.weldModelRight = self.weldRight.createModel()
+ self.nutboltArrayModels = self.nutBoltArray.createModel()
+
+ def creatColumGeometry(self):
columnOrigin = numpy.array([0, 0, 0])
column_uDir = numpy.array([1.0, 0, 0])
wDir1 = numpy.array([0.0, 0, 1.0])
- t = 8.9
- weldThick = 8
-
self.column.place(columnOrigin, column_uDir, wDir1)
- # ISection BEAM
- uDir2 = numpy.array([0, 1.0, 0])
- wDir2 = numpy.array([1.0, 0, 0.0])
- d = t/2.0 + weldThick
- origin2 = columnOrigin + (self.column.t/2 * self.column.uDir) + (self.column.length/2 * self.column.wDir) + (self.clearDist * self.column.uDir)
- #origin2 = numpy.array([0, 0, 500]) + (d+7.55) * wDir2
- #origin2 = numpy.array([0, 0, 500]) + 20 * wDir2
- #self.beam = ISection(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500)
- self.beam.place(origin2, uDir2, wDir2)
+ def createBeamGeometry(self):
+ uDir = numpy.array([0, 1.0, 0])
+ wDir = numpy.array([1.0, 0, 0.0])
+ origin2 = self.column.secOrigin + (self.column.t/2 * self.column.uDir) + (self.column.length/2 * self.column.wDir) + (self.clearDist * self.column.uDir)
+ self.beam.place(origin2, uDir, wDir)
- # # WELD
- #
+ def createButtWeld(self):
+ pass
# plateThickness = 10
# uDir3 = numpy.array([0, 1.0, 0])
# wDir3 = numpy.array([1.0, 0, 0.0])
@@ -67,107 +70,43 @@ class ColWebBeamWeb(object):
# self.weld.W/2.0 * (-self.beam.uDir))
# #origin3 = numpy.array([0, 0, 500]) + t/2.0 *wDir3 + plateThickness/2.0 * (-self.beam.uDir)
# self.weld.place(origin3, uDir3, wDir3)
-
- # PLATE
- uDir4 = numpy.array([0, 1.0, 0])
- wDir4 = numpy.array([1.0, 0, 0.0])
- #origin4 = self.weld.secOrigin + self.weld.T * self.weld.wDir
+ def createPlateGeometry(self):
plateOrigin = (self.column.secOrigin +
self.column.t/2.0 * self.column.uDir +
self.column.length/2.0 * self.column.wDir +
self.beam.t/2.0 * (-self.beam.uDir)+
self.plate.T/2.0 * (-self.beam.uDir))
- #origin4 = self.column.secOrigin + self.weld.T * self.weld.wDir
-
- self.plate.place(plateOrigin, uDir4, wDir4)
-
-# # Weld
- uDir5 = numpy.array([1.0, 0.0, 0])
- wDir5 = numpy.array([0.0, 0.0, 1.0])
- filletWeld1Origin = (plateOrigin + self.plate.T/2.0 *self.weldLeft.vDir + self.weldLeft.L/2.0 * (-self.weldLeft.wDir) )
- self.weldLeft.place(filletWeld1Origin, uDir5, wDir5)
+ uDir = numpy.array([0, 1.0, 0])
+ wDir = numpy.array([1.0, 0, 0.0])
+ self.plate.place(plateOrigin, uDir, wDir)
+
+ def createFilletWeldGeometry(self):
+ uDir = numpy.array([1.0, 0.0, 0])
+ wDir = numpy.array([0.0, 0.0, 1.0])
+ filletWeld1Origin = (self.plate.secOrigin + self.plate.T/2.0 *self.weldLeft.vDir + self.weldLeft.L/2.0 * (-self.weldLeft.wDir) )
+ self.weldLeft.place(filletWeld1Origin, uDir, wDir)
-
- uDir555 = numpy.array([0.0, -1.0, 0])
- wDir5 = numpy.array([0.0, 0.0, 1.0])
+ uDir1 = numpy.array([0.0, -1.0, 0])
+ wDir1 = numpy.array([0.0, 0.0, 1.0])
filletWeld2Origin = (filletWeld1Origin + self.plate.T * (-self.weldLeft.vDir))
- self.weldRight.place(filletWeld2Origin,uDir555,wDir5)
-
-
-
- # BOLT BODY
- #self.NutBoltArray.place(platestartpt, -self.plate.vDir, -self.plate.uDir)
-
- bolt_T = 6.0
- origin51 = (self.plate.secOrigin + (-
- self.plate.T/2.0 - bolt_T) * self.plate.uDir +
- self.plate.W/2.0 * self.plate.wDir)
-
- uDir5 = self.plate.wDir
- wDir5 = self.plate.uDir
+ self.weldRight.place(filletWeld2Origin,uDir1,wDir1)
-# ## Bolt1
-# bolt1 = Bolt(R = self.boltRadius,T = bolt_T, H = 30.0, r = 4.0 )
-# bolt1.place(origin51, uDir5, wDir5)
-#
-# ## Bolt2
-# bolt2 = Bolt(R = self.boltRadius, T = bolt_T, H = 30.0, r = 4.0 )
-# origin52 = origin51 + 50 *self.plate.vDir
-# bolt2.place(origin52, uDir5, wDir5)
-#
- ## Bolt3
- bolt3 = Bolt(R = self.boltRadius,T = bolt_T, H = 30.0, r = 4.0 )
- origin53 = origin51 - 50*self.plate.vDir
- bolt3.place(origin53, uDir5, wDir5)
- #self.bolts =[bolt1,bolt2,bolt3]
-
- #nutbody = Nut(R = 10.0,T = 10.0, H = 6.1, innerR1 = 6.0, outerR2 = 8.3)
- # NUTBODY
- ## Nut1
- nut1 = Nut(R = self.nutRadius,T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3)
- uDir = uDir5
- wDir = wDir5
- nut_Origin1 = origin51 + (bolt1.T/2 * self.plate.uDir)+(self.plate.T *self.plate.uDir)+ (self.beam.T/2 * self.plate.uDir)
- nut1.place(nut_Origin1, uDir, wDir)
-
- ## Nut2
- nut2 = Nut(R = self.nutRadius,T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3)
- nut_Origin2 = origin52 + (bolt1.T/2 * self.plate.uDir)+(self.plate.T *self.plate.uDir)+ (self.beam.T/2 * self.plate.uDir)
- nut2.place(nut_Origin2, uDir, wDir)
-
- ## Nut3
- nut3 =Nut(R = self.nutRadius, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3)
- nut_Origin3 = origin53 + (bolt1.T/2 * self.plate.uDir)+(self.plate.T *self.plate.uDir)+ (self.beam.T/2 * self.plate.uDir)
- nut3.place(nut_Origin3, uDir5, wDir5)
- self.nuts = [nut1,nut2,nut3]
-
-
- # Call for createModel
- self.columnModel = self.column.createModel()
- self.beamModel = self.beam.createModel()
- self.plateModel = self.plate.createModel()
- self.weldModelLeft = self.weldLeft.createModel()
- self.weldModelRight = self.weldRight.createModel()
- self.
- for bolt in self.bolts:
- self.boltModels.append(bolt.createModel())
-
- #color = Quantity_NOC_SADDLEBROWN,
- for nut in self.nuts:
- self.nutModels.append(nut.createModel())
-
- # memberList = [iSectionModel1,iSectionModel2,weldModel1,weldModel2,
- # plateModel] + boltModels + nutModels
- # objshearfinplate = ShearFinPlate(iSectionModel1,iSectionModel2,)
- #
- # print("memberList #####")
- # print(len(memberList))
- #return memberList
+ def createNutBoltArray(self):
+ nutboltArrayOrigin = self.plate.secOrigin + self.plate.T/2.0 * self.plate.uDir - self.plate.L/2.0 * self.plate.vDir
+ gaugeDir = self.plate.wDir
+ pitchDir = self.plate.vDir
+ boltDir = self.plate.uDir
+ self.nutBoltArray.place(nutboltArrayOrigin, gaugeDir, pitchDir,boltDir)
def get_models(self):
- '''
+ '''Returning 3D models
'''
return [self.columnModel,self.beamModel,
self.weldModelLeft,self.weldModelRight,
- self.plateModel]+self.boltModels + self.nutModels \ No newline at end of file
+ self.plateModel]+ self.nutBoltArray.getnutboltModels()
+
+
+
+
+ \ No newline at end of file
diff --git a/Connections/Shear/Finplate/finPlateMain.py b/Connections/Shear/Finplate/finPlateMain.py
index 2823b59..a615acb 100644
--- a/Connections/Shear/Finplate/finPlateMain.py
+++ b/Connections/Shear/Finplate/finPlateMain.py
@@ -10,7 +10,8 @@ from OCC.TopoDS import topods, TopoDS_Shape
from OCC.BRepPrimAPI import BRepPrimAPI_MakeBox, BRepPrimAPI_MakeCylinder,\
BRepPrimAPI_MakeSphere
from OCC.gp import gp_Pnt
-from Connections.Shear.Finplate.nutBoltPlacement import NutBoltArray
+from nutBoltPlacement import NutBoltArray
+#from Connections.Shear.Finplate.nutBoltPlacement import NutBoltArray
'''
Created on 21-Aug-2014
@@ -642,7 +643,7 @@ class MainController(QtGui.QMainWindow):
elif component == "Model":
self.display.EraseAll()
#osdagDisplayShape(self.display, cadlist[0], update=True)
- #osdagDisplayShape(self.display, cadlist[1],material = Graphic3d_NOT_2D_ALUMINUM, update=True)
+ osdagDisplayShape(self.display, cadlist[1],material = Graphic3d_NOT_2D_ALUMINUM, update=True)
#osdagDisplayShape(self.display,cadlist[2],color = 'red', update = True)
#osdagDisplayShape(self.display,cadlist[3],color = 'red', update = True)
osdagDisplayShape(self.display, cadlist[4], color = 'blue', update = True)
@@ -662,17 +663,19 @@ class MainController(QtGui.QMainWindow):
column_sec = self.ui.comboColSec.currentText()
dictcoldata = get_columndata(column_sec)
return dictcoldata
+
def create3DColWebBeamWeb(self):
'''
creating 3d cad model with column web beam web
'''
uiObj = self.getuser_inputs()
resultObj = finConn(uiObj)
+
if len(resultObj) == 0:
- self.display.DisplayMessage(gp_Pnt(0,0,0),'Sorry can not create 3D model',color = 'white')
+ self.display.DisplayMessage(gp_Pnt(0,0,0),'Sorry can not create 3D model',color = 'None')
else:
dictbeamdata = self.fetchBeamPara()
-
+ ##### BEAM PARAMETERS #####
beam_D = int(dictbeamdata[QString("D")])
beam_B = int(dictbeamdata[QString("B")])
beam_tw = float(dictbeamdata[QString("tw")])
@@ -680,10 +683,12 @@ class MainController(QtGui.QMainWindow):
beam_alpha = float(dictbeamdata[QString("FlangeSlope")])
beam_R1 = float(dictbeamdata[QString("R1")])
beam_R2 = float(dictbeamdata[QString("R2")])
+ beam_length = 500.0 # This parameter as per view of 3D cad model
#beam = ISection(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500)
beam = ISection(B = beam_B, T = beam_T,D = beam_D,t = beam_tw,
- R1 = beam_R1, R2 = beam_R2, alpha = beam_alpha,length = 500)
+ R1 = beam_R1, R2 = beam_R2, alpha = beam_alpha,
+ length = beam_length)
##### COLUMN PARAMETERS ######
dictcoldata = self.fetchColumnPara()
@@ -700,33 +705,44 @@ class MainController(QtGui.QMainWindow):
column = ISection(B = column_B, T = column_T, D = column_D,
t = column_tw, R1 = column_R1, R2 = column_R2, alpha = column_alpha, length = 1000)
# Outputs from finPlateCalc1
+ #### WELD,PLATE,BOLT AND NUT PARAMETERS #####
fillet_length = resultObj['Plate']['height']
fillet_thickness = resultObj['Weld']['thickness']
plate_width = resultObj['Plate']['width']
plate_thick = uiObj['Plate']['thickness(mm)']
+ bolt_dia = uiObj["Bolt"]["diameter(mm)"]
+ bolt_r = bolt_dia/2
+ bolt_R = bolt_r + 7
+ nut_R = bolt_R
+ bolt_T = 10.0 # minimum bolt thickness As per Indian Standard
+ bolt_Ht = 38.0 # minimum bolt length as per Indian Standard
+ nut_T = 12.0 # minimum nut thickness As per Indian Standard
+ nut_Ht = 12.2 #
+
#Fweld1 = FilletWeld(L= 300,b = 6, h = 6)
Fweld1 = FilletWeld(L= fillet_length,b = fillet_thickness, h = fillet_thickness)
- #Fweld1 = Weld(L= 300,W = beam.t, T = 8)
#plate = Plate(L= 300,W =100, T = 10)
plate = Plate(L= fillet_length,W =plate_width, T = plate_thick)
- bolt_T = 6.0
- bolt = Bolt(R = self.boltRadius,T = bolt_T, H = 30.0, r = 4.0 )
- boltPlaceObj = finConn(self.getuser_inputs())
- nut =Nut(R = self.nutRadius, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3)
- # bolt assembly
-
- self.nutBoltArray = NutBoltArray(self.boltPlaceObj,self.nut,self.bolt)
+ #bolt = Bolt(R = bolt_R,T = bolt_T, H = 38.0, r = 4.0 )
+ bolt = Bolt(R = bolt_R,T = bolt_T, H = bolt_Ht, r = bolt_r )
+
+ #nut =Nut(R = bolt_R, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3)
+ nut = Nut(R = bolt_R, T = nut_T, H = nut_Ht, innerR1 = bolt_r)
- self.nutBoltArray.createModel()
- nutBoltAssembly = self.nutBoltArray.getnutboltModel()
+ gap = beam_tw + plate_thick + bolt_T
+ nutBoltArray = NutBoltArray(resultObj,nut,bolt,gap)
+ #self.nutBoltArray.createModel()
+ #nutBoltAssembly = self.nutBoltArray.getnutboltModel()
- colwebconn = ColWebBeamWeb(column,beam,Fweld1,plate,nutBoltAssembly)
+
+ colwebconn = ColWebBeamWeb(column,beam,Fweld1,plate,nutBoltArray)
+ #colwebconn = ColWebBeamWeb(column,beam,Fweld1,plate,boltRadius,nutRadius)
colwebconn.create_3dmodel()
return colwebconn
@@ -766,6 +782,7 @@ class MainController(QtGui.QMainWindow):
self.display.DisplayShape(my_sphere,update=True)
+
def call_3DBeam(self):
'''
diff --git a/Connections/Shear/Finplate/nut.py b/Connections/Shear/Finplate/nut.py
index 70ac7d0..a0d9397 100644
--- a/Connections/Shear/Finplate/nut.py
+++ b/Connections/Shear/Finplate/nut.py
@@ -27,12 +27,12 @@ import OCC.BRep as BRep
class Nut(object):
- def __init__(self,R,T,H,innerR1,outerR2):
+ def __init__(self,R,T,H,innerR1):
self.R = R
self.H = H
self.T = T
self.r1 = innerR1
- self.r2 = outerR2
+ #self.r2 = outerR2
self.secOrigin = numpy.array([0, 0, 0])
self.uDir = numpy.array([1.0, 0, 0])
self.wDir = numpy.array([0.0, 0, 1.0])
@@ -86,66 +86,66 @@ class Nut(object):
result_shape = BRepAlgoAPI_Cut(prism, innerCyl).Shape()
- self.secOrigin = gp_Pnt(0 , 0 , 0)
- neckNormal = gp_DZ()
- # Threading : Create Surfaces
+# self.secOrigin = gp_Pnt(0 , 0 , 0)
+# neckNormal = gp_DZ()
+# # Threading : Create Surfaces
+#
+# nutAx2_bis = gp_Ax3(self.secOrigin , neckNormal)
+# aCyl1 = Geom_CylindricalSurface(nutAx2_bis , self.T * 0.99)
+# aCyl2 = Geom_CylindricalSurface(nutAx2_bis , self.T * 1.05)
+# #aCyl3 = Geom_CylindricalSurface(nutAx2_bis , self.T * 1.11)
+# aCyl1_handle = aCyl1.GetHandle()
+# aCyl2_handle = aCyl2.GetHandle()
+# #aCyl3_handle = aCyl3.GetHandle()
+#
+# # Threading : Define 2D Curves
+# aPnt = gp_Pnt2d(2. * math.pi , self.H / 2.)
+# aDir = gp_Dir2d(2. * math.pi , self.H / 4.)
+# aAx2d = gp_Ax2d(aPnt , aDir)
+# aMajor = 2. * math.pi
+# aMinor = self.H / 7.
+# anEllipse1 = Geom2d_Ellipse(aAx2d , aMajor , aMinor)
+# anEllipse2 = Geom2d_Ellipse(aAx2d , aMajor , aMinor / 4.)
+# anEllipse1_handle = anEllipse1.GetHandle()
+# anEllipse2_handle = anEllipse2.GetHandle()
+# aArc1 = Geom2d_TrimmedCurve(anEllipse1_handle, 0 , math.pi)
+# aArc2 = Geom2d_TrimmedCurve(anEllipse2_handle, 0 , math.pi)
+# aArc1_handle = aArc1.GetHandle()
+# aArc2_handle = aArc2.GetHandle()
+# anEllipsePnt1 = anEllipse1.Value(0)
+# anEllipsePnt2 = anEllipse1.Value(math.pi)
+# aSegment = GCE2d_MakeSegment(anEllipsePnt1 , anEllipsePnt2)
+#
+# # Threading : Build Edges and Wires
+#
+# aEdge1OnSurf1 = BRepBuilderAPI_MakeEdge( aArc1_handle , aCyl1_handle)
+# aEdge2OnSurf1 = BRepBuilderAPI_MakeEdge( aSegment.Value() , aCyl1_handle)
+# aEdge1OnSurf2 = BRepBuilderAPI_MakeEdge( aArc2_handle , aCyl2_handle)
+# aEdge2OnSurf2 = BRepBuilderAPI_MakeEdge( aSegment.Value() , aCyl2_handle)
+# threadingWire1 = BRepBuilderAPI_MakeWire(aEdge1OnSurf1.Edge() , aEdge2OnSurf1.Edge())#aEdge3OnSurf1.Edge())
+# self.threading1 = threadingWire1
+# threadingWire2 = BRepBuilderAPI_MakeWire(aEdge1OnSurf2.Edge() , aEdge2OnSurf2.Edge())#aEdge3OnSurf2.Edge())
+# BRepLib.breplib.BuildCurves3d(threadingWire1.Shape())
+# BRepLib.breplib.BuildCurves3d(threadingWire2.Shape())
+#
+# # Create Threading
+#
+# aTool = BRepOffsetAPI_ThruSections(True)
+# aTool.AddWire(threadingWire1.Wire())
+# aTool.AddWire(threadingWire2.Wire())
+# aTool.CheckCompatibility(False)
+# myThreading = aTool.Shape()
+#
+# #Building the resulting compound
+#
+# aRes = TopoDS_Compound()
+# aBuilder = BRep.BRep_Builder()
+# aBuilder.MakeCompound(aRes)
+# aBuilder.Add(aRes, result_shape)
+# aBuilder.Add(aRes, myThreading)
+# final_shape = BRepAlgoAPI_Cut(result_shape, myThreading).Shape()
- nutAx2_bis = gp_Ax3(self.secOrigin , neckNormal)
- aCyl1 = Geom_CylindricalSurface(nutAx2_bis , self.T * 0.99)
- aCyl2 = Geom_CylindricalSurface(nutAx2_bis , self.T * 1.05)
- #aCyl3 = Geom_CylindricalSurface(nutAx2_bis , self.T * 1.11)
- aCyl1_handle = aCyl1.GetHandle()
- aCyl2_handle = aCyl2.GetHandle()
- #aCyl3_handle = aCyl3.GetHandle()
- # Threading : Define 2D Curves
- aPnt = gp_Pnt2d(2. * math.pi , self.H / 2.)
- aDir = gp_Dir2d(2. * math.pi , self.H / 4.)
- aAx2d = gp_Ax2d(aPnt , aDir)
- aMajor = 2. * math.pi
- aMinor = self.H / 7.
- anEllipse1 = Geom2d_Ellipse(aAx2d , aMajor , aMinor)
- anEllipse2 = Geom2d_Ellipse(aAx2d , aMajor , aMinor / 4.)
- anEllipse1_handle = anEllipse1.GetHandle()
- anEllipse2_handle = anEllipse2.GetHandle()
- aArc1 = Geom2d_TrimmedCurve(anEllipse1_handle, 0 , math.pi)
- aArc2 = Geom2d_TrimmedCurve(anEllipse2_handle, 0 , math.pi)
- aArc1_handle = aArc1.GetHandle()
- aArc2_handle = aArc2.GetHandle()
- anEllipsePnt1 = anEllipse1.Value(0)
- anEllipsePnt2 = anEllipse1.Value(math.pi)
- aSegment = GCE2d_MakeSegment(anEllipsePnt1 , anEllipsePnt2)
-
- # Threading : Build Edges and Wires
-
- aEdge1OnSurf1 = BRepBuilderAPI_MakeEdge( aArc1_handle , aCyl1_handle)
- aEdge2OnSurf1 = BRepBuilderAPI_MakeEdge( aSegment.Value() , aCyl1_handle)
- aEdge1OnSurf2 = BRepBuilderAPI_MakeEdge( aArc2_handle , aCyl2_handle)
- aEdge2OnSurf2 = BRepBuilderAPI_MakeEdge( aSegment.Value() , aCyl2_handle)
- threadingWire1 = BRepBuilderAPI_MakeWire(aEdge1OnSurf1.Edge() , aEdge2OnSurf1.Edge())#aEdge3OnSurf1.Edge())
- self.threading1 = threadingWire1
- threadingWire2 = BRepBuilderAPI_MakeWire(aEdge1OnSurf2.Edge() , aEdge2OnSurf2.Edge())#aEdge3OnSurf2.Edge())
- BRepLib.breplib.BuildCurves3d(threadingWire1.Shape())
- BRepLib.breplib.BuildCurves3d(threadingWire2.Shape())
-
- # Create Threading
-
- aTool = BRepOffsetAPI_ThruSections(True)
- aTool.AddWire(threadingWire1.Wire())
- aTool.AddWire(threadingWire2.Wire())
- aTool.CheckCompatibility(False)
- myThreading = aTool.Shape()
-
- #Building the resulting compound
-
- aRes = TopoDS_Compound()
- aBuilder = BRep.BRep_Builder()
- aBuilder.MakeCompound(aRes)
- aBuilder.Add(aRes, result_shape)
- aBuilder.Add(aRes, myThreading)
- final_shape = BRepAlgoAPI_Cut(result_shape, myThreading).Shape()
-
-
- return final_shape
+ return result_shape
\ No newline at end of file
diff --git a/Connections/Shear/Finplate/nutBoltPlacement.py b/Connections/Shear/Finplate/nutBoltPlacement.py
index ea4b79b..c7e5832 100644
--- a/Connections/Shear/Finplate/nutBoltPlacement.py
+++ b/Connections/Shear/Finplate/nutBoltPlacement.py
@@ -4,38 +4,74 @@ Created on 07-Jun-2015
@author: deepa
'''
import numpy
+from bolt import Bolt
+from nut import Nut
class NutBoltArray():
- def __init__(self,boltPlaceObj,nut,bolt):
+ def __init__(self,boltPlaceObj,nut,bolt,gap):
+ self.origin = numpy.array([0.0, 0.0, 0])
+ self.gaugeDir = numpy.array([1.0, 0.0, 0])
+ self.pitchDir = numpy.array([0.0, 1.0, 0])
+ self.boltDir = numpy.array([0.0, 0.0, -1.0])
+
+ self.initBoltPlaceParams(boltPlaceObj)
+
+ self.bolt = bolt
+ self.nut = nut
+ self.gap = gap
+
+ self.bolts = []
+ self.nuts = []
+ self.initialiseNutBolts()
+
+ self.positions = []
+ self.calculatePositions()
+
+ self.models = []
+
+ def initialiseNutBolts(self):
+ b = self.bolt
+ n = self.nut
+ for i in range(self.row * self.col):
+ self.bolts.append(Bolt(b.R,b.T, b.H, b.r))
+ self.nuts.append(Nut(n.R, n.T,n.H, n.r1))
+ def initBoltPlaceParams(self,boltPlaceObj):
self.pitch = boltPlaceObj['Bolt']['pitch']
self.gauge = boltPlaceObj['Bolt']['gauge']
self.edge = boltPlaceObj['Bolt']['edge']
self.end = boltPlaceObj['Bolt']['enddist']
self.row = boltPlaceObj['Bolt']['numofrow']
self.col = boltPlaceObj['Bolt']['numofcol']
- self.gap = boltPlaceObj['beam_tw'] + boltPlaceObj['plate_thick']
- self.nut = nut
- self.bolt = bolt
- self.origin = numpy.array([0.0, 0.0, 0])
- self.uDir = numpy.array([1.0, 0.0, 0])
- self.vDir = numpy.array([0.0, 1.0, 0])
+
+
+ def calculatePositions(self):
self.positions = []
- for rw in range(1,(len(self.row)+1)):
+ for rw in range(1,(self.row +1)):
for col in range(self.col):
- pos = self.pitch +(self.edge + (col * self.gauge))* self.uDir + (rw * self.pitch) * self.vDir
+ pos = self.origin +(self.edge + (col * self.gauge))* self.gaugeDir + rw * self.pitch * self.pitchDir
self.positions.append(pos)
-
- def place(self, secOrigin, uDir, vDir):
- for pos in self.position:
- self.bolt.place(pos,uDir,vDir)
- self.nut.place(pos + self.gap,uDir,vDir)
+ def place(self, origin, gaugeDir, pitchDir, boltDir):
+ self.origin = origin
+ self.gaugeDir = gaugeDir
+ self.pitchDir = pitchDir
+ self.boltDir = boltDir
+
+ self.calculatePositions()
+
+ for index,pos in enumerate (self.positions):
+ self.bolts[index].place(pos,gaugeDir,boltDir)
+ self.nuts[index].place((pos + self.gap* boltDir),gaugeDir,pitchDir)
+
def createModel(self):
+ for bolt in self.bolts:
+ self.models.append(bolt.createModel())
+ for nut in self.nuts:
+ self.models.append(nut.createModel())
- pass
- def getnutboltModel(self):
- pass
+ def getnutboltModels(self):
+ return self.models
\ No newline at end of file
diff --git a/Connections/Shear/Finplate/plate.py b/Connections/Shear/Finplate/plate.py
index e4b9e53..93093f6 100644
--- a/Connections/Shear/Finplate/plate.py
+++ b/Connections/Shear/Finplate/plate.py
@@ -15,6 +15,7 @@ class Plate(object):
self.secOrigin = numpy.array([0, 0, 0])
self.uDir = numpy.array([1.0, 0, 0])
self.wDir = numpy.array([0.0, 0, 1.0])
+ self.vDir = self.wDir * self.uDir
self.computeParams()
def place(self, secOrigin, uDir, wDir):