def cone(r0, r1, h, t=360., nr=1, nt=24, diag=None):
"""Constructs a Formex which is (a sector of) a
circle / (truncated) cone / cylinder.
r0,r1,h are the lower and upper radius and the height of the truncated
cone. All can be positive, negative or zero.
Special cases:
r0 = r1 : cylinder
h = 0 : (flat) circle
r0 = 0 or r1 = 0 : untruncated cone
Only a sector of the structure, with opening angle t, is modeled.
The default results in a full circumference.
The cone is modeled by nr elements in height direction and nt elements in
circumferential direction.
By default, the result is a 4-plex Formex whose elements are quadrilaterals
(some of which may collapse into triangles).
If diag='up' or diag = 'down', all quads are divided by an up directed
diagonal and a plex-3 Formex results.
"""
B = simple.rectangle(nt, nr, 1., 1., diag=diag) # grid with size 1x1
B = B.map(lambda x, y, z: [x, y, r0 - y *
(r0 - r1)]) # translate and tilt it
B = B.scale([t, h, 1.]) # scale to fit parameters
return B.cylindrical(dir=[2, 0, 1]) # roll it into a cone
def createRectPart(res=None):
"""Create a rectangular domain from user input"""
if not checkNoModel():
return
if res is None:
res = askItems([
_I('P0',
P[0],
itemtype='point',
ndim=2,
tooltip='The x- and y-value of one of the corners'),
_I('P2',
P[2],
itemtype='point',
ndim=2,
tooltip='The x- and y-value of the opposite corner'),
_I('nx', nx, tooltip='Number of elements along side 0-1'),
_I('ny', ny, tooltip='Number of elements along side 1-2'),
_I('eltype',
eltype,
itemtype='radio',
choices=['quad', 'tri-u', 'tri-d']),
])
if res:
storeData(res)
x, y = P.x, P.y
if x[0] > x[2]:
x[0], x[2] = x[2], x[0]
if y[0] > y[2]:
y[0], y[2] = y[2], y[0]
diag = {'quad': '', 'tri-u': 'u', 'tri-d': 'd'}[eltype]
M = rectangle(nx, ny, x[2] - x[0], y[2] - y[0],
diag=diag).toMesh().trl([x[0], y[0], 0])
addPart(M)
def run():
clear()
smoothwire()
layout(3)
F = simple.rectangle(4, 3)
M = F.toMesh()
#M.attrib(color=yellow)
# add some fields
# 1. distance from point 7, defined at nodes
data = length(M.coords - M.coords[7])
M.addField('node', data, 'dist')
# 2. convert to field defined at element nodes
M.convertField('dist', 'elemn', 'distn')
# 3. convert to field constant over elements
M.convertField('distn', 'elemc', 'distc')
print(M.fieldReport())
# draw two fields
viewport(0)
drawField(M.getField('distn'))
zoom(1.25)
viewport(1)
drawField(M.getField('distc'))
zoom(1.25)
viewport(2)
drawField(M.getField('dist'))
zoom(1.25)
def run():
clear()
smoothwire()
nx = 4
ny = 3
nz = 7
delay(2)
# A rectangular mesh
M1 = simple.rectangle(nx, ny).toMesh().setProp(1)
# Same mesh, rotated and translated
M2 = M1.rotate(45, 0).translate([1., -1., nz]).setProp(3)
draw([M1, M2])
# Leave out the first and the last two elements
sel = arange(M1.nelems())[1:-2]
m1 = M1.select(sel)
m2 = M2.select(sel)
clear()
draw([m1, m2], view=None)
# Connect both meshes to a hexaeder mesh
m = m1.connect(m2, nz)
clear()
draw(m, color=red, view=None)
def run():
clear()
smoothwire()
view('iso')
# create a 2D xy mesh
nx, ny = 6, 2
G = simple.rectangle(1, 1, 1., 1.).replic2(nx, ny)
M = G.toMesh()
draw(M, color='red')
# create a 3D axial-symmetric mesh by REVOLVING
n, a = 8, 45.
R = M.revolve(n, angle=a, axis=1, around=[1., 0., 0.])
draw(R, color='yellow')
# reduce the degenerate elements to WEDGE6
clear()
ML = R.fuse().splitDegenerate()
# keep only the non-empty meshes
ML = [m for m in ML if m.nelems() > 0]
print("After splitting: %s meshes:" % len(ML))
for m in ML:
print(" %s elements of type %s" % (m.nelems(), m.elName()))
ML = [Mi.setProp(i + 4) for i, Mi in enumerate(ML)]
draw(ML)
def icon_wirenone():
view('front')
F = rectangle(2, 2)
draw(F, color=red)
smooth()
zoomAll()
zoomIn()
zoomIn()
def icon_wireall():
view('front')
F = rectangle(2, 2)
draw(F, color=red, linewidth=2)
smoothwire()
zoomAll()
zoomIn()
zoomIn()
def icon_wireborder():
view('front')
F = rectangle(2, 2)
draw(F, color=red)
B = F.toMesh().getBorderMesh()
draw(B, color=black, linewidth=2, ontop=True, opak=True, nolight=True)
smooth()
zoomAll()
zoomIn()
zoomIn()
def createGrid():
"""Create the grid from global parameters"""
global B
nx, ny = grid_size
b, h = x_range[1]-x_range[0], y_range[1]-y_range[0]
if grid_base.startswith('tri'):
diag = grid_base[-1]
else:
diag = ''
B = rectangle(nx, ny, b, h, diag=diag, bias=grid_bias).translate([x_range[0], y_range[0], 1.])
if grid_skewness != 0.0:
B = B.shear(0, 1, grid_skewness*b*ny/(h*nx))
if x_clip:
B = B.clip(B.test('any', dir=0, min=x_clip[0]+tol*b, max=x_clip[1]-tol*b))
if y_clip:
B = B.clip(B.test('any', dir=1, min=y_clip[0]+tol*h, max=y_clip[1]-tol*h))
export({grid_name:B})
def run():
reset()
smoothwire()
transparent()
lights(True)
nx, ny = 20, 10
F = simple.rectangle(nx, ny)
F = F.trl(-F.center() + [0., 0., nx / 2])
draw(F)
G = F.projectOnSphere(ny)
draw(G, color=red)
H = F.rotate(30).projectOnCylinder(ny)
draw(H, color=blue)
def run():
reset()
clear()
linewidth(1)
delay(1)
if roof is None:
createRoof()
F = roof.rotate(-90, 0) # put the structure upright
draw(F)
createView('myview1', (30., 0., 0.), True)
view('myview1', True)
setDrawOptions({'bbox': 'last'})
for i in range(19):
createView('myview2', (i * 10., 20., 0.), True)
view('myview2', True)
delay(0.1)
# fly tru
if ack("Do you want to fly through the structure?"):
totaltime = 10
nsteps = 50
# make sure bottom iz at y=0 and structure is centered in (x,z)
F = F.centered()
F = F.translate(1, -F.bbox()[0, 1])
clear()
linewidth(1)
draw(F)
bb = F.bbox()
# create a bottom plate
B = simple.rectangle(1, 1).swapAxes(1, 2).centered().scale(
F.sizes()[0] * 1.5)
smooth()
draw(B, color='slategrey')
# Fly at reasonable height
bb[0, 1] = bb[1, 1] = 170.
ends = interpolate(Formex([[bb[0]]]), Formex([[bb[1]]]), [-0.5, 0.6])
path = Formex(ends.coords.reshape(-1, 2, 3)).divide(nsteps)
linewidth(2)
draw(path)
steptime = float(totaltime) / nsteps
flyAlong(path, sleeptime=steptime)
def createQuadPart(res=None):
"""Create a quadrilateral domain from user input"""
if not checkNoModel():
return
if res is None:
res = askItems([
_I('isopar',
isopar,
choices=['quad4', 'quad8', 'quad9'],
tooltip='Isoparametric model'),
_I('P0', P[0], itemtype='point', ndim=2, tooltip='First corner'),
_I('P1', P[1], itemtype='point', ndim=2, tooltip='Second corner'),
_I('P2', P[2], itemtype='point', ndim=2, tooltip='Third corner'),
_I('P3', P[3], itemtype='point', ndim=2, tooltip='Fourth corner'),
_I('P4', P[4], itemtype='point', ndim=2, tooltip='Midside P0-P1'),
_I('P5', P[5], itemtype='point', ndim=2, tooltip='Midside P1-P2'),
_I('P6', P[6], itemtype='point', ndim=2, tooltip='Midside P2-P3'),
_I('P7', P[7], itemtype='point', ndim=2, tooltip='Midside P3-P4'),
_I('P8', P[8], itemtype='point', ndim=2, tooltip='Center point'),
_I('nx', nx),
_I('ny', ny),
_I('eltype',
eltype,
itemtype='radio',
choices=['quad', 'tri-u', 'tri-d']),
],
enablers=[
('isopar', 'quad8', 'P4', 'P5', 'P6', 'P7'),
('isopar', 'quad9', 'P4', 'P5', 'P6', 'P7', 'P8'),
])
if res:
storeData(res)
diag = {'quad': '', 'tri-u': 'u', 'tri-d': 'd'}[eltype]
xold = Coords(getattr(elements, isopar.capitalize()).vertices)
np = int(isopar[-1])
xnew = P[:np]
M = rectangle(nx, ny, 1., 1.,
diag=diag).toMesh().isopar(isopar, xnew, xold)
addPart(M)
def run():
resetAll()
setDrawOptions({'clear': True, 'shrink': True})
delay(1)
# A square domain of triangles
n = 16
F = simple.rectangle(n, n, diag='d')
# Novation (Spots)
m = 4
h = 0.15 * n
r = n // m
s = n // r
a = [[r * i, r * j, h] for j in range(1, s) for i in range(1, s)]
for p in a:
F = F.bump(2, p, lambda x: exp(-0.75 * x), [0, 1])
# Define a plane
plane_p = [3.2, 3.0, 0.0]
plane_n = [2.0, 1.0, 0.0]
#compute number of nodes above/below the plane
dist = F.distanceFromPlane(plane_p, plane_n)
above = (dist > 0.0).sum(-1)
below = (dist < 0.0).sum(-1)
# Define a line by a point and direction
line_p = [0.0, 0.0, 0.0]
line_n = [1., 1., 1. / 3]
d = F.distanceFromLine(line_p, line_n)
# compute number of nodes closer that 2.2 to line
close = (d < 2.2).sum(-1)
sel = [
F.test(nodes=0, dir=0, min=1.5, max=3.5),
F.test(nodes=[0, 1], dir=0, min=1.5, max=3.5),
F.test(nodes=[0, 1, 2], dir=0, min=1.5, max=3.5),
F.test(nodes='all', dir=1, min=1.5, max=3.5),
F.test(nodes='any', dir=1, min=1.5, max=3.5),
F.test(nodes='none', dir=1, min=1.5),
(above > 0) * (below > 0),
close == 3,
]
txt = [
'First node has x between 1.5 and 3.5',
'First two nodes have x between 1.5 and 3.5',
'First 3 nodes have x between 1.5 and 3.5',
'All nodes have y between 1.5 and 3.5',
'Any node has y between 1.5 and 3.5',
'No node has y larger than 1.5',
'Touching the plane P = [3.2,3.0,0.0], n = [2.0,1.0,0.0]',
'3 nodes close to line through [0.0,0.0,0.0] and [1.0,1.0,1.0]',
]
draw(F)
color = getcfg('canvas/colormap')[1:] # omit the black
while len(color) < len(sel):
color.extend(color)
color[0:0] = ['black'] # restore the black
prop = zeros(F.nelems())
i = 1
for s, t in zip(sel, txt):
prop[s] = i
F.setProp(prop)
print('%s (%s): %s' % (color[i], sum(s), t))
draw(F)
i += 1
print('Clip Formex to last selection')
draw(F.clip(s), view=None)
print('Clip complement')
draw(F.cclip(s))
def Grid(nx=(1, 1, 1),
ox=(0.0, 0.0, 0.0),
dx=(1.0, 1.0, 1.0),
lines='b',
planes='b',
linecolor=colors.black,
planecolor=colors.white,
alpha=0.3,
**kargs):
"""Creates a (set of) grid(s) in (some of) the coordinate planes.
Parameters:
- `nx`: a list of 3 integers, specifying the number of divisions of the
grid in the three coordinate directions. A zero value may be specified
to avoid the grid to extend in that direction. Thus, setting the last
value to zero will result in a planar grid in the xy-plane.
- `ox`: a list of 3 floats: the origin of the grid.
- `dx`: a list of 3 floats: the step size in each coordinate direction.
- `planes`: one of 'first', 'box', 'all', 'no' (the string can be
shortened to the first chartacter): specifies how many planes are
drawn in each direction: 'f' only draws the first, 'b' draws the first
and the last, resulting in a box, 'a' draws all planes,
'n' draws no planes.
Returns a list with up to two Meshes: the planes, and the lines.
"""
from pyformex import simple
from pyformex.olist import List
from pyformex.mesh import Mesh
G = List()
planes = planes[:1].lower()
P = []
L = []
for i in range(3):
n0, n1, n2 = np.roll(nx, i)
d0, d1, d2 = np.roll(dx, i)
if n0 * n1:
if planes != 'n':
M = simple.rectangle(b=n0 * d0, h=n1 * d1)
if n2:
if planes == 'b':
M = M.replic(2, dir=2, step=n2 * d2)
elif planes == 'a':
M = M.replic(n2 + 1, dir=2, step=d2)
P.append(M.rollAxes(-i).toMesh())
if lines != 'n':
M = Formex('1').scale(n0*d0).replic(n1+1,dir=1,step=d1) + \
Formex('2').scale(n1*d1).replic(n0+1,dir=0,step=d0)
if n2:
if lines == 'b':
M = M.replic(2, dir=2, step=n2 * d2)
elif lines == 'a':
M = M.replic(n2 + 1, dir=2, step=d2)
L.append(M.rollAxes(-i).toMesh())
if P:
M = Mesh.concatenate(P)
M.attrib(name='__grid_planes__',
mode='flat',
lighting=False,
color=planecolor,
alpha=alpha,
**kargs)
G.append(M)
if L:
M = Mesh.concatenate(L)
M.attrib(name='__grid_lines__',
mode='flat',
lighting=False,
color=linecolor,
alpha=0.6,
**kargs)
G.append(M)
return G.trl(ox)
def __init__(self,
colorscale,
ncolors,
x,
y,
w,
h,
ngrid=0,
linewidth=None,
nlabel=-1,
size=18,
font=None,
dec=2,
scale=0,
lefttext=False,
**kargs):
"""Initialize the ColorLegend."""
from pyformex.gui import colorscale as cs
self.cl = cs.ColorLegend(colorscale, ncolors)
self.x = float(x)
self.y = float(y)
self.w = float(w)
self.h = float(h)
self.ngrid = int(ngrid)
if self.ngrid < 0:
self.ngrid = ncolors
if self.ngrid > 50:
self.ngrid = 0
self.linewidth = saneLineWidth(linewidth)
self.nlabel = int(nlabel)
if self.nlabel < 0:
if self.ngrid > 0:
self.nlabel = self.ngrid
else:
self.nlabel = ncolors
self.dec = dec # number of decimals
self.scale = 10**scale # scale all numbers with 10**scale
self.lefttext = lefttext
self.xgap = 4 # hor. gap between color bar and labels
self.ygap = 4 # (min) vert. gap between labels
F = simple.rectangle(1, ncolors, self.w,
self.h).trl([self.x, self.y, 0.])
Actor.__init__(self,
F,
rendertype=2,
lighting=False,
color=self.cl.colors,
**kargs)
if self.ngrid > 0:
F = simple.rectangle(1, self.ngrid, self.w,
self.h).trl([self.x, self.y, 0.])
G = Actor(F,
rendertype=2,
lighting=False,
color=colors.black,
linewidth=self.linewidth,
mode='wireframe')
self.children.append(G)
# labels
# print("LABELS: %s" % self.nlabel)
if self.nlabel > 0:
from pyformex.opengl import textext
if font is None:
font = FontTexture.default()
elif isinstance(font, (str, unicode)):
font = FontTexture(font, size)
self.font = font
fh = self.font.height
pf.debug("FONT HEIGHT %s" % fh, pf.DEBUG.DRAW)
if self.lefttext:
x = F.coords[0, 0, 0] - self.xgap
gravity = 'W'
else:
x = F.coords[0, 1, 0] + self.xgap
gravity = 'E'
# minimum label distance
dh = fh + self.ygap
da = self.h / self.nlabel
# Check if labels will fit
if da < dh and self.nlabel == ncolors:
# reduce number of labels
self.nlabel = int(self.h / dh)
da = self.h / self.nlabel
vals = cs.ColorLegend(colorscale, self.nlabel).limits
#print("VALS",vals)
ypos = self.y + da * np.arange(self.nlabel + 1)
yok = self.y - 0.01 * dh
for (y, v) in zip(ypos, vals):
#print(y,v,yok)
if y >= yok:
t = textext.Text(("%%.%df" % self.dec) % (v * self.scale),
(x, y),
size=size,
gravity=gravity)
self.children.append(t)
yok = y + dh
def run():
reset()
clear()
# Property numbers used
pbol = 1 # Bol
ptop = 2 # Top plate
pbot = 3 # Bottom plate
scale = 15. # scale (grid unit in mm)
# Create a solid sphere
BolSurface = simple.sphere().scale(scale)
try:
# tetgen may not be available
Bol = BolSurface.tetgen(quality=True).setProp(pbol)
except:
return
draw(Bol)
# Create top and bottom plates
plate = simple.rectangle(4, 4).toMesh().centered()
topplate = plate.setProp(ptop).trl(2, 1.).scale(scale)
botplate = plate.setProp(pbot).trl(2, -1.).scale(scale)
draw([topplate, botplate])
# model is completely drawn, keep fixed bbox
setDrawOptions({'bbox':'last','marksize':8})
# Assemble the model
M = Model(meshes=[Bol, topplate, botplate])
# Create the property database
P = PropertyDB()
# In this simple example, we do not use a material/section database,
# but define the data directly
steel = {
'name': 'steel',
'young_modulus': 207000,
'poisson_ratio': 0.3,
'density': 7.85e-9,
'plastic': [
(305.45, 0.),
(306.52, 0.003507),
(308.05, 0.008462),
(310.96, 0.01784),
(316.2, 0.018275),
(367.5, 0.047015),
(412.5, 0.093317),
(448.11, 0.154839),
(459.6, 0.180101),
(494., 0.259978),
(506.25, 0.297659),
(497., 0.334071),
(482.8, 0.348325),
(422.5, 0.366015),
(399.58, 0.3717),
(1., 0.37363),
],
}
solid_steel = {
'name': 'solid_steel',
'sectiontype': 'solid',
'material': 'steel', # Need material reference for Abaqus
}
steel_plate = {
'name': 'solid_steel',
'sectiontype': 'solid',
'thickness': 3,
'material': 'steel', # Need material reference for Abaqus
}
# Set the element properties
eset = dict([(p, where(M.prop==p)[0]) for p in [pbol, ptop, pbot]])
# Bol is elasto/plastic
P.elemProp(set=eset[pbol], name='Bol', eltype='C3D4', section=ElemSection(section=solid_steel, material=steel))
# Top plate is rigid or elasto-plastic
topplate_rigid = True
if topplate_rigid:
# Rigid bodies need a reference node.
# We select the most central node, but any node would also work,
# e.g. pbref = M.elems[1][0][0], the very first node in the group
reftop = groupCentralPoint(M, 1)
print("Top plate refnode: %s" % reftop)
draw(M.coords[reftop], color=green)
P.elemProp(set=eset[ptop], name='TopPlate', eltype='R3D4', section=ElemSection(sectiontype='rigid', refnode=reftop))
else:
P.elemProp(set=eset[ptop], name='TopPlate', eltype='CPS4', section=ElemSection(section=steel_plate, material=steel))
# Bottom plate is rigid or elasto-plastic
refbot = groupCentralPoint(M, 2)
print("Bottom plate refnode: %s" % refbot)
draw(M.coords[refbot], color=blue)
P.elemProp(set=eset[pbot], name='BottomPlate', eltype='R3D4', section=ElemSection(sectiontype='rigid', refnode=refbot))
# Set the boundary conditions
# Bottom plate is fixed
fixed = unique(M.elems[2])
P.nodeProp(tag='init', set=[refbot], name='Fixed', bound=[1, 1, 1, 1, 1, 1])
# Set the loading conditions
# Top plate gets z-displacement of -5 mm
displ = unique(M.elems[1])
P.nodeProp(tag='init', set=[reftop], name='Displ', bound=[1, 1, 0, 1, 1, 1])
P.nodeProp(tag='step1', set=[reftop], name='Refnod', displ=[(2, -0.5)])
## # Set the loading conditions
## # All elements of Plate1 have a pressure loading of 10 MPa
## loaded = M.elemNrs(1)
## P.elemProp(tag='step1',set=loaded,name='Loaded',dload=ElemLoad('P',10.0))
from pyformex.plugins.fe_abq import Interaction
P.Prop(tag='init', generalinteraction=Interaction(name='interaction1', friction=0.1))
P.Prop(tag='init', generalcontact='interaction1')
print("Element properties")
for p in P.getProp('e'):
print(p)
print("Node properties")
for p in P.getProp('n'):
print(p)
print("Model properties")
for p in P.getProp(''):
print(p)
out = [ Output(type='history'),
Output(type='field'),
]
# Create requests for output to the .fil file.
# - the displacements in all nodes
# - the stress components in all elements
# - the stresses averaged at the nodes
# - the principal stresses and stress invariants in the elements of part B.
# (add output='PRINT' to get the results printed in the .dat file)
res = [ Result(kind='NODE', keys=['U']),
Result(kind='ELEMENT', keys=['S'], set='Bol'),
Result(kind='ELEMENT', keys=['S'], pos='AVERAGED AT NODES', set='Bol'),
Result(kind='ELEMENT', keys=['SP', 'SINV'], set='Bol'),
]
# Define steps (default is static)
step1 = Step('DYNAMIC', time=[1., 1., 0.01, 1.], tags=['step1'])
data = AbqData(M, prop=P, steps=[step1], res=res, initial=['init'])
if ack('Export this model in ABAQUS input format?', default='No'):
fn = askNewFilename(filter='inp')
if fn:
data.write(jobname=fn, group_by_group=True)
def run():
smoothwire()
# GEOMETRICAL PARAMETERS FOR HE200B wide flange beam
h = 200. #beam height
b = 200. #flange width
tf = 15. #flange thickness
tw = 9. #body thickness
l = 400. #beam length
r = 18. #filling radius
# MESH PARAMETERS
el = 20 #number of elements along the length
etb = 2 #number of elements over half of the thickness of the body
ehb = 5 #number of elements over half of the height of the body
etf = 5 #number of elements over the thickness of the flange
ewf = 8 #number of elements over half of the width of the flange
er = 6 #number of elements in the circular segment
Body = simple.rectangle(etb, ehb, tw / 2., h / 2. - tf - r)
Flange1 = simple.rectangle(er // 2, etf - etb, tw / 2. + r,
tf - tw / 2.).translate(
[0., h / 2. - (tf - tw / 2.), 0.])
Flange2 = simple.rectangle(ewf, etf - etb, b / 2. - r - tw / 2.,
tf - tw / 2.).translate(
[tw / 2. + r, h / 2. - (tf - tw / 2.), 0.])
Flange3 = simple.rectangle(ewf, etb, b / 2. - r - tw / 2., tw /
2.).translate([tw / 2. + r, h / 2. - tf, 0.])
c1a = simple.line([0, h / 2 - tf - r, 0], [0, h / 2 - tf + tw / 2, 0],
er // 2)
c1b = simple.line([0, h / 2 - tf + tw / 2, 0],
[tw / 2 + r, h / 2 - tf + tw / 2, 0], er // 2)
c1 = c1a + c1b
c2 = simple.circle(90. / er, 0., 90.).reflect(0).scale(r).translate(
[tw / 2 + r, h / 2 - tf - r, 0])
Filled = simple.connectCurves(c2, c1, etb)
Quarter = Body + Filled + Flange1 + Flange2 + Flange3
Half = Quarter + Quarter.reflect(1).reverse()
Full = Half + Half.reflect(0).reverse()
Section = Full.toMesh()
clear()
draw(Section, name='Section', color=red)
#pause()
method = ask("Choose extrude method:", [
'Cancel', 'Sweep', 'Connect', 'Extrude', 'ExtrudeQuadratic',
'RevolveLoop', 'Revolve'
])
from pyformex import timer
t = timer.Timer()
if method == 'Sweep':
path = simple.line([0, 0, 0], [0, 0, l], el).toCurve()
Beam = Section.sweep(path, normal=[0., 0., 1.], upvector=[0., 1., 0.])
elif method == 'Connect':
Section1 = Section.trl([0, 0, l])
Beam = Section.connect(Section1, el)
elif method == 'Extrude':
Beam = Section.extrude(el, dir=2, length=l)
elif method == 'ExtrudeQuadratic':
Section = Section.convert('quad9')
Beam = Section.extrude(el, dir=2, length=l, degree=2)
elif method == 'Revolve':
Beam = Section.revolve(el, axis=1, angle=60., around=[-l, 0., 0.])
elif method == 'RevolveLoop':
Beam = Section.revolve(el,
axis=1,
angle=240.,
around=[-l, 0., 0.],
loop=True)
else:
return
print("Computing: %s seconds" % t.seconds())
#print Beam.prop
#print Beam.elems.shape
t.reset()
#clear()
#draw(Beam,name='Beam',color='red',linewidth=2)
draw(Beam.getBorderMesh(), name='Beam', color='red', linewidth=2)
print("Drawing: %s seconds" % t.seconds())
export({'Beam': Beam})