def results():
# add section data and loads of the dialog
E = float(ui.editE.text())
I = float(ui.editI.text())
A = float(ui.editA.text())
ss = SystemElements()
frame = FreeCAD.ActiveDocument.getObjectsByLabel(
ui.comboBox.currentText())[0]
sk = frame.Base
for l in sk.Geometry:
sp = [i * 1e-3 for i in list(l.StartPoint)[:2]]
ep = [i * 1e-3 for i in list(l.EndPoint)[:2]]
ss.add_element([sp, ep], EA=E * A, EI=E * I)
for i in list(range(len(sk.Geometry))):
if ui.table.item(i, 1):
item = ui.table.item(i, 1)
try:
load = float(item.text())
ss.q_load(element_id=(i + 1), q=load)
except:
pass
for i in list(range(ss.id_last_node)):
if ui.table_2.item(i, 1):
if ui.table_2.item(i, 1).text() == 'fix':
ss.add_support_fixed(node_id=i + 1)
elif ui.table_2.item(i, 1).text() == 'hinge':
ss.add_support_hinged(node_id=i + 1)
elif ui.table_2.item(i, 1).text() == 'roll':
ss.add_support_roll(node_id=i + 1)
ss.solve()
ss.show_results()
def redraw():
frame = FreeCAD.ActiveDocument.getObjectsByLabel(
ui.comboBox.currentText())[0]
print(frame.Label)
sk = frame.Base
print('\tBase: ' + sk.Label)
A = frame.Profile.Shape.Area * 1e-6
I = frame.Profile.Shape.MatrixOfInertia.multiply(X).dot(X) * 1e-12
ss = SystemElements()
for l in sk.Geometry:
sp = [i * 1e-3 for i in list(l.StartPoint)[:2]]
ep = [i * 1e-3 for i in list(l.EndPoint)[:2]]
ss.add_element([sp, ep], EA=E * A, EI=E * I)
print('\tNodes: %i\n\tElements: %i\n\n' %
(ss.id_last_node, ss.id_last_element))
ss.show_structure()
ui.editE.setText(str(E))
ui.editA.setText(str(A))
ui.editI.setText(str(I))
n = len(sk.Geometry)
ui.table.setRowCount(n)
for i in list(range(n)):
item = QtGui.QTableWidgetItem('%.1f m' %
(sk.Geometry[i].length() / 1000))
ui.table.setItem(i, 0, item)
ui.table.setItem(3, 1, QtGui.QTableWidgetItem('-2000')) #for test
ui.table.setItem(4, 1, QtGui.QTableWidgetItem('-1000')) #for test
ui.table_2.setRowCount(ss.id_last_node)
for i in list(range(ss.id_last_node)):
ui.table_2.setItem(
i, 0,
QtGui.QTableWidgetItem('%.2f, %.2f' % ss.nodes_range('both')[i]))
ui.table_2.setItem(0, 1, QtGui.QTableWidgetItem('fix')) #for test
ui.table_2.setItem(3, 1, QtGui.QTableWidgetItem('roll')) #for test
ui.table_2.setItem(5, 1, QtGui.QTableWidgetItem('hinge')) #for test
def redraw(self):
for l in self.labNodes + self.labEl:
l.removeLabel()
if self.form.comboBox.currentText():
frame = FreeCAD.ActiveDocument.getObjectsByLabel(
self.form.comboBox.currentText())[0]
sk = frame.Base
A = frame.Profile.Shape.Area
I = frame.Profile.Shape.MatrixOfInertia.multiply(X).dot(X)
ss = SystemElements()
i = 1
for l in sk.Geometry:
sp = [i * 1e-3 for i in list(l.StartPoint)[:2]]
ep = [i * 1e-3 for i in list(l.EndPoint)[:2]]
ss.add_element([sp, ep], EA=E * A * 1e-3, EI=E * I * 1e-9)
p2 = FreeCAD.Placement()
p2.Base = sk.Placement.multVec((l.StartPoint + l.EndPoint) / 2)
self.labNodes.append(
label3D(pl=p2, color=(0, 0.8, 0),
text='____beam' + str(i)))
i += 1
nodes = ss.nodes_range('both')
coords = [
FreeCAD.Vector(n[0] * 1000, n[1] * 1000, 0) for n in nodes
]
globalCoords = [sk.Placement.multVec(c) for c in coords]
i = 1
for gc in globalCoords:
self.labNodes.append(
label3D(pl=FreeCAD.Placement(gc, FreeCAD.Rotation()),
text='____node' + str(i)))
i += 1
self.form.editE.setText(str(E))
self.form.editA.setText(str(A))
self.form.editI.setText(str(I))
n = len(sk.Geometry)
self.form.tableDistrib.setRowCount(n)
self.combotypes.clear()
for i in list(range(n)):
item = QTableWidgetItem('%.1f m' %
(sk.Geometry[i].length() / 1000))
self.form.tableDistrib.setItem(i, 0, item)
self.combotypes.append(QComboBox())
self.combotypes[-1].addItems(['beam', 'brace'])
self.form.tableDistrib.setCellWidget(i, 1, self.combotypes[-1])
#self.form. tableDistrib.setItem(0,1,QTableWidgetItem('1000')) #for test
self.form.table_2.setRowCount(ss.id_last_node)
self.form.tableConc.setRowCount(ss.id_last_node)
self.combos.clear()
for i in list(range(ss.id_last_node)):
self.form.table_2.setItem(
i, 0,
QTableWidgetItem('%.2f, %.2f' % ss.nodes_range('both')[i]))
self.combos.append(QComboBox())
self.combos[-1].addItems(['-', 'fix', 'hinge', 'roll'])
self.form.table_2.setCellWidget(i, 1, self.combos[-1])
self.form.tableConc.setItem(
i, 0,
QTableWidgetItem('%.2f, %.2f' % ss.nodes_range('both')[i]))
def element(self):
x1 = float(self.x1value.text())
x2 = float(self.x2value.text())
y1 = float(self.y1value.text())
y2 = float(self.y2value.text())
from anastruct import SystemElements
ss = SystemElements()
ss.add_element(location=[[x1, y1], [x2, y2]])
ss.show_structure()
def test_parallel_q_load():
system = SystemElements()
system.add_element(location=[[0, 0], [1, 0]], EA=5e9, EI=8000)
system.q_load(element_id=1, q=-10, direction="x")
system.add_support_hinged(node_id=1)
system.add_support_roll(node_id=2)
system.solve()
assert system.element_map[1].N_1 == -10
assert system.element_map[1].N_2 == 0
def test_linear_parallel_q_load():
system = SystemElements()
system.add_element(location=[[0, 0], [1, 0]], EA=5e2, EI=800)
system.add_element(location=[[1, 0], [2, 0]], EA=5e2, EI=800)
system.q_load(element_id=1, q=10, q2=20, direction="x")
system.add_support_hinged(node_id=1)
system.add_support_roll(node_id=3)
system.solve()
assert np.isclose(system.reaction_forces[1].Fx, -15)
assert np.isclose(np.max(system.system_displacement_vector), 0.01666667)
def test_bernoulli():
system = SystemElements()
system.add_element(location=[[0, 0], [1, 0]], EA=1.4e8, EI=1.167e5)
system.q_load(element_id=1, q=5000, direction="y")
system.add_support_hinged(node_id=1)
system.add_support_roll(node_id=2)
system.solve()
assert np.isclose(np.max(abs(system.element_map[1].deflection)),
5.58e-4,
rtol=1e-2)
def build_struct(nodes):
ss = SystemElements()
for i in range(len(nodes) - 1):
ss.add_element(location=[nodes[i], nodes[i + 1]])
ss.add_support_fixed(node_id=1)
if nodes.count(end_xy) > 0:
print("End point reached")
ss.add_support_fixed(node_id=nodes.index(end_xy) + 1)
ss.q_load(element_id=1, q=-1)
ss.solve()
ss.show_structure()
ss.show_displacement()
def test_timoshenko_discrete():
system = SystemElements()
system.add_element(location=[[0.25, 0]],
EA=1.4e8,
EI=1.167e5,
GA=0.8333 * 8.75e6)
system.add_element(location=[[0.5, 0]],
EA=1.4e8,
EI=1.167e5,
GA=0.8333 * 8.75e6)
system.add_element(location=[[0.75, 0]],
EA=1.4e8,
EI=1.167e5,
GA=0.8333 * 8.75e6)
system.add_element(location=[[1, 0]],
EA=1.4e8,
EI=1.167e5,
GA=0.8333 * 8.75e6)
system.q_load(element_id=1, q=5000, direction="y")
system.q_load(element_id=2, q=5000, direction="y")
system.q_load(element_id=3, q=5000, direction="y")
system.q_load(element_id=4, q=5000, direction="y")
system.add_support_hinged(node_id=1)
system.add_support_roll(node_id=5)
system.solve()
assert np.isclose(abs(system.system_displacement_vector[7]),
6.44e-4,
rtol=1e-2)
def Beam_objective_funciton_BD(depths):
#def fn(*args):
#beam1 = Beam(depth,breadth,Asc,Ast,15,415,415,3.14*10**2/4,spacing);
#beam1.moment_capcity()
#beam1.min_spacing()
#beam1.max_spacing()
FS = SystemElements()
# Add beams to the system.
FS.add_element(location=[0, 5], EA=15000, EI=5000)
FS.add_element(location=[[0, 5], [5, 5]], EA=15000, EI=5000)
FS.add_element(location=[[5, 5], [5, 0]], EA=15000, EI=5000)
# Add a fixed support at node 1.
FS.add_support_fixed(node_id=1)
# Add a rotational spring support at node 4.
FS.add_support_spring(node_id=4, translation=3, k=4000)
# Add loads.
FS.point_load(Fx=30, node_id=2)
FS.q_load(q=-10, element_id=2)
FS.q_load(q=-10, element_id=1)
#ss.q_load(q=-10, element_id=4)
#print(ss.node_ranges())
# Solve
FS.solve()
FS.get_element_results(element_id=1)['length']
FS.get_element_results(element_id=1)['Mmin']
deno = FS.get_element_results(element_id=1)['Mmax']
#breadth = randgen(300,600)
#Asc = 0
#Ast = 0
#spacing = 150
#beam = Beam(depth,breadth,Asc,Ast,15,415,415,3.14*10**2/4,spacing)
#Asc = beam.p_min()
#Ast = beam.p_min()
#beam1 = Beam(depth,breadth,Asc,Ast,15,415,415,3.14*10**2/4,spacing)
#beam1.moment_capcity()
#beam1.min_spacing()
#beam1.max_spacing()
#print(beam1.moment_capcity()*10**(-3))
#print(FS.get_element_results(element_id=1)['Mmax'])
res, depth_f = Beam_gene(depths, deno)
C_D = res / deno
#print()
return C_D
def test_linear_q_load():
system = SystemElements()
system.add_element(location=[[0, 0], [1, 0]], EA=5e8, EI=800)
system.add_element(location=[[1, 0], [2, 0]], EA=5e8, EI=800)
system.q_load(element_id=1, q=-10, q2=-20, direction="y")
system.add_support_hinged(node_id=1)
system.add_support_roll(node_id=3)
system.solve()
assert np.isclose(np.max(abs(system.element_map[1].shear_force)), 10.87, rtol=1e-2)
assert np.isclose(np.max(abs(system.element_map[2].shear_force)), 4.17, rtol=1e-2)
assert np.isclose(np.max(abs(system.element_map[1].bending_moment)), 4.62, rtol=1e-2)
assert np.isclose(np.max(abs(system.system_displacement_vector)), 3.7673e-3, rtol=1e-2)
def test_moment_q_load():
system = SystemElements()
start=0
step = 0.1
for i in range(20):
system.add_element(location=[[start, 0], [start+step, 0]], EA=5e2, EI=800)
start+=step
system.q_moment(element_id=1+i, Ty=10)
system.add_support_hinged(node_id=1)
system.add_support_roll(node_id=21)
system.solve()
assert np.isclose(system.reaction_forces[1].Fz, 10)
def test_timoshenko_continuous():
system = SystemElements()
system.add_element(location=[[0, 0], [1, 0]],
EA=1.4e8,
EI=1.167e5,
GA=0.8333 * 8.75e6)
system.q_load(element_id=1, q=5000, direction="y")
system.add_support_hinged(node_id=1)
system.add_support_roll(node_id=2)
system.solve()
assert np.isclose(np.max(abs(system.element_map[1].deflection)),
6.44e-4,
rtol=1e-2)
def pressed(self):
x1 = int(self.x1value.text())
x2 = int(self.x2value.text())
y1 = int(self.y1value.text())
y2 = int(self.y2value.text())
movel = (int(self.movelvalue.text()))
fixo = (int(self.fixovalue.text()))
from anastruct import SystemElements
ss = SystemElements()
ss.add_element(location=[[x1, y1], [x2, y2]])
ss.add_support_hinged(node_id=movel)
ss.add_support_fixed(node_id=fixo)
ss.q_load(element_id=1, q=-10)
ss.solve()
ss.show_structure()
ss.show_reaction_force()
def test_example():
system = SystemElements()
system.add_element(location=[[0, 0], [3, 4]], EA=5e9, EI=8000)
system.add_element(location=[[3, 4], [8, 4]], EA=5e9, EI=4000)
system.q_load(element_id=2, q=-10)
system.add_support_hinged(node_id=1)
system.add_support_fixed(node_id=3)
sol = np.fromstring(
"""0.00000000e+00 0.00000000e+00 1.30206878e-03 1.99999732e-08
5.24999402e-08 -2.60416607e-03 0.00000000e+00 0.00000000e+00
0.00000000e+00""",
float,
sep=" ",
)
system.solve
assert np.allclose(system.solve(), sol)
def Beam_objective_funciton(breadth):
depth = randgen(300,600)
Asc = 0
Ast = 0
spacing = 150
beam = Beam(depth,breadth,Asc,Ast,15,415,415,3.14*10**2/4,spacing);
Asc = beam.p_min
Ast = beam.p_min
beam1 = Beam(depth,breadth,Asc,Ast,15,415,415,3.14*10**2/4,spacing);
beam1.moment_capcity()
beam1.min_spacing()
beam1.max_spacing()
FS = SystemElements()
# Add beams to the system.
FS.add_element(location=[0, 5],EA=15000, EI=5000)
FS.add_element(location=[[0, 5], [5, 5]],EA=15000, EI=5000)
FS.add_element(location=[[5, 5], [5, 0]],EA=15000, EI=5000)
# Add a fixed support at node 1.
FS.add_support_fixed(node_id=1)
# Add a rotational spring support at node 4.
FS.add_support_spring(node_id=4, translation=3, k=4000)
# Add loads.
FS.point_load(Fx=30, node_id=2)
FS.q_load(q=-10, element_id=2)
FS.q_load(q=-10, element_id=1)
#ss.q_load(q=-10, element_id=4)
#print(ss.node_ranges())
# Solve
FS.solve()
FS.get_element_results(element_id=1)['length']
FS.get_element_results(element_id=1)['Mmin']
FS.get_element_results(element_id=1)['Mmax']
print(beam1.moment_capcity()*10**(-3))
print(FS.get_element_results(element_id=1)['Mmax'])
def test_moment_load_benchmark():
system = SystemElements()
system.add_element(location=[[3.75, 0]], EA=5e12, EI=5e12)
system.add_element(location=[[7.5,0]], EA=5e12, EI=5e12)
system.q_moment(element_id=1, Ty=1.91)
system.q_moment(element_id=2, Ty=1.91)
system.q_load(element_id=1, q=3.62, direction="y")
system.q_load(element_id=2, q=3.62, direction="y")
system.add_support_spring(1, 2, 5)
system.add_support_spring(2, 2, 2.5)
system.add_support_spring(3, 2, 2.5)
system.solve()
assert np.isclose(np.max(abs(system.element_map[1].bending_moment)), 13.89,rtol=1e-2)
assert np.isclose(system.reaction_forces[1].Fz, 11.93,rtol=1e-2)
def test_solve_modal_analysis():
system = SystemElements()
l = 10
n = 50
subd = l / n
for i in range(n):
system.add_element(location=[[subd * i, 0], [subd * (i + 1), 0]], EA=5e8, EI=800, linear_density=10)
system.add_support_hinged(node_id=1)
system.add_support_roll(node_id=n + 1)
natural_frequencies = system.solve_modal_analysis()
def analytical_natural_frequencies(linear_density, l, EI, n):
# See Rao, Singiresu S. - Vibration of continuous Systems - John Wiley & Sons (2019) - Section 11.5.1
return (n ** 2) * (np.pi ** 2) * np.sqrt(EI / (linear_density * l ** 4))
# retrieve fist four eigenvalues, as error incr6eases for higher eigenvalues
for i in range(4):
assert np.isclose(natural_frequencies[i], analytical_natural_frequencies(10, 10, 800, i + 1), rtol=1e-2)
def __init__(self,
x,
y,
connections,
loads,
supports,
density=880,
unit='m',
width=0.95 / 100,
thick=1.8 / 1000,
pop_compressive_strength=18100,
pop_tensile_strength=70000):
pop_cross_area = width * thick
pop_mpl = pop_cross_area * density
g = pop_mpl * 9.81 / 1000
unit_conv = 1
if (unit == 'cm'):
unit_conv = (1 / 100)
nodes = [[x[i] * unit_conv, y[i] * unit_conv] for i in range(len(x))]
ss = SystemElements(EA=pop_cross_area * 8600000)
for node1, node2 in connections:
ss.add_element([nodes[node1], nodes[node2]],
element_type='truss',
g=g)
for node in supports:
id = ss.find_node_id(nodes[node])
ss.add_support_fixed(id)
for node, load in loads:
id = ss.find_node_id(nodes[node])
ss.point_load(id, Fy=-9.81 * load / 1000)
ss.solve()
self.ss = ss
self.nodes = nodes
self.connections = connections
self.loads = loads
self.supports = supports
self.pop_mpl = pop_mpl
self.cross_area = pop_cross_area
self.compress = pop_compressive_strength
self.tensile = pop_tensile_strength
def test_moment_load_benchmark_2():
system = SystemElements()
system.add_element(location=[[3.125, 0]], EA=5e12, EI=5e12)
system.add_element(location=[[5.625+3.125,0]], EA=5e12, EI=5e12)
system.q_moment(element_id=1, Ty=1.836)
system.q_moment(element_id=2, Ty=1.836)
system.q_load(element_id=1, q=4.08, direction="y")
system.q_load(element_id=2, q=4.08, direction="y")
system.add_support_spring(1, 2, 3.75)
system.add_support_spring(2, 2, 2.5)
system.add_support_spring(3, 2, 2.5)
#system.add_support_hinged(1)
#system.add_support_hinged(2)
#system.add_support_hinged(3)
system.solve()
assert np.isclose(np.max(abs(system.element_map[2].bending_moment)), 24.87,rtol=1e-2)
assert np.isclose(np.max(abs(system.element_map[1].shear_force)), 13.2,rtol=1e-2)
def test_struct():
ss = SystemElements()
ss.add_element([[0, 0], [1, 0]])
ss.add_element([[1, 0], [1, 1]])
ss.add_element([[1, 0], [2, 0]])
ss.add_element([[2, 0], [3, 0]])
ss.add_element([[3, 0], [4, 1]])
ss.add_element([[4, 1], [5, 1]])
ss.point_load(2, Fy=10)
ss.point_load(3, Fy=-20, Fx=5)
ss.point_load(4, Fy=-30)
ss.point_load(5, Fx=-40)
ss.moment_load(2, Ty=-9)
ss.moment_load(1, 7)
ss.moment_load(3, 3)
ss.q_load(element_id=3, q=(-10, -20))
ss.q_load(element_id=5, q=(-10, -20))
ss.add_support_roll(4)
ss.add_support_hinged(5)
# ss.add_support_fixed(3)
mn = Manager(ss)
mn.generate_pdf(pdf_path=r"C:\testfolder")
def test_struct2():
ss = SystemElements()
ss.add_element([[0, 0], [1, 0]])
ss.add_element([[1, 0], [1, 1]])
ss.add_element([[1, 0], [2, 0]])
ss.add_element([[2, 0], [3, 0]])
ss.add_element([[3, 0], [4, 1]])
ss.add_element([[4, 1], [5, 1]])
ss.point_load(2, Fy=10)
ss.point_load(3, Fy=-20)
ss.point_load(4, Fy=-30)
ss.point_load(5, Fx=-40)
ss.moment_load(2, Ty=-9)
ss.moment_load(1, 7)
ss.moment_load(3, 3)
ss.q_load(element_id=3, q=(-10, -20))
ss.add_support_roll(4)
ss.add_support_hinged(5)
# ss.show_structure()
ss.solve()
ss.show_reaction_force(show=False)
ass = Assembler(ss)
ass.assemble_structure(main_path=Setting.longest)
[print(element.id, values) for element, values in ass.internal_stresses_dict.items()]
from anastruct import SystemElements ss = SystemElements(EA=15000, EI=5000) # Add beams to the system. ss.add_element(location=[0, 5]) ss.add_element(location=[[0, 5], [5, 5]]) ss.add_element(location=[[5, 5], [5, 0]]) ss.add_element(location=[[0, 5], [0, 10]]) ss.add_element(location=[[0, 10], [5, 10]]) ss.add_element(location=[[5, 10], [5, 5]]) # Add a fixed support at node 1. ss.add_support_fixed(node_id=1) ss.add_support_fixed(node_id=4) # Add loads. ss.point_load(Fx=30, node_id=2) ss.point_load(Fx=30, node_id=5) ss.q_load(q=-10, element_id=2) ss.q_load(q=-10, element_id=5) # Solve ss.solve() # Get visual results. ss.show_structure() ss.show_reaction_force() ss.show_axial_force() ss.show_shear_force() ss.show_bending_moment() ss.show_displacement()
""" Created on Tue Jul 14 11:50:42 2020 @author: leafuser """ import matplotlib as plt #from matplotlib.widgets import Slider import numpy as np from anastruct import SystemElements ss = SystemElements() #axSlider1 = plt.axes([0.1, 0.2, 0.8, 0.05]) #slider1 = Slider(axSlider1, 'Slider1', valmin=0, valmax=5) #1 ss.add_element(location=[[0, 0], [.5, 1]]) #2 ss.add_element(location=[[0, 0], [.8, .8]]) #3 ss.add_element(location=[[.8, .8], [.5, 1]]) #4 ss.add_element(location=[[.5, 1], [1.5, 2]]) #5 ss.add_element(location=[[.8, .8], [1.7, 1.6]]) #6 ss.add_element(location=[[.8, .8], [2, 1.3]]) #7 ss.add_element(location=[[2, 1.3], [1.7, 1.6]]) #8 ss.add_element(location=[[1.7, 1.6], [1.5, 2]])
from anastruct import SystemElements
import random
def randgen(lb, ub):
return lb - float(float(random.randint(0, 100)) / 100) * (lb - ub)
ss = SystemElements()
# Add beams to the system.
ss.add_element(location=[0, 5], EA=15000, EI=5000)
ss.add_element(location=[[0, 5], [5, 5]], EA=15000, EI=5000)
ss.add_element(location=[[5, 5], [5, 0]], EA=15000, EI=5000)
# Add a fixed support at node 1.
ss.add_support_fixed(node_id=1)
# Add a rotational spring support at node 4.
ss.add_support_spring(node_id=4, translation=3, k=4000)
# Add loads.
ss.point_load(Fx=30, node_id=2)
ss.q_load(q=-10, element_id=2)
ss.q_load(q=-10, element_id=1)
#ss.q_load(q=-10, element_id=4)
#print(ss.node_ranges())
# Solve
ss.solve()
#print(ss.get_element_results(element_id=1))
def test_struct1():
ss = SystemElements()
ss.add_element([[-2, 2], [-1, 0]])
ss.add_element([[-2, 3], [-2, 2]])
ss.add_element([[-1, 4], [-2, 3]])
# ss.add_element([[-1, 4], [0, 5]])
# ss.add_element([[0, 5], [1, 5]])
# ss.add_element([[1, 5], [2, 5]])
# ss.add_element([[2, 5], [3, 5]])
# ss.add_element([[3, 5], [5, 2]])
ss.add_element([[-3, 4], [-2, 3]])
ss.add_element([[-4, 4], [-3, 4]])
ss.add_element([[-3, 5], [-3, 4]])
ss.add_element([[-2, 0], [-1, 0]])
ss.add_element([[-2, 1], [-2, 0]])
ss.add_element([[-2, -1], [-2, 0]])
ss.add_element([[-3, 0], [-2, 0]])
ss.add_element([[-4, 1], [-3, 0]])
ss.add_element([[-5, 2], [-4, 1]])
ss.add_element([[-4, -1], [-3, 0]])
ss.add_element([[-5, -2], [-4, -1]])
ss.add_element([[-1, 0], [0, 0]])
ss.add_element([[0, 0], [1, 0]])
ss.add_element([[2, 0], [3, 0]])
ss.add_element([[1, 0], [2, 0]])
ss.add_element([[2, 0], [3, 1]])
ss.point_load(10, 5)
ss.moment_load(1, 15)
# ss.add_element([[3, 1], [4, 1]])
# ss.add_element([[3, 1], [3, 2]])
# ss.add_element([[4, 1], [5, 2]])
# ss.add_element([[4, 1], [6, 2]])
ss.add_element([[1, 0], [-1, 1]])
ss.show_structure()
ass = Assembler(ss)
ass.assemble_structure(main_path=(15, 20))
# ass.assemble_structure(main_path=(7, 13))
# ass.plot_solve_order(ass.plot_order, show=True, save_figure=False, plotting_start_node=15)
[[print(f"section {index + 1}-{sub_index + 1}: {sympify(sub_string, evaluate=False)}") for sub_index, sub_string in
enumerate(string)] for index, string in enumerate(ass.sections_strings)]
class connections:
def __init__(self, main_window, main_window_functions):
self.mw = main_window
self.fn = main_window_functions
self.ss = SystemElements()
self.ss.color_scheme = "dark"
self.was_solved = False
self.states = []
def add_beam(self):
try:
self.workaround()
e = self.mw.elementtype.currentIndex()
if self.mw.utilizeinfo.isChecked():
EI = float(self.fn.filter(self.mw.beam_E.text())) * float(
self.fn.filter(self.mw.beam_I.text()))
EA = float(self.fn.filter(self.mw.beam_E.text())) * float(
self.fn.filter(self.mw.beam_A.text()))
element_types = ["beam", "truss"]
self.ss.add_element(location=[
[
float(self.fn.filter(self.mw.beam_x1.text())),
float(self.fn.filter(self.mw.beam_y1.text()))
],
[
float(self.fn.filter(self.mw.beam_x2.text())),
float(self.fn.filter(self.mw.beam_y2.text()))
]
],
EI=EI,
EA=EA,
element_type=element_types[e])
else:
self.ss.add_element(
location=[[
float(self.fn.filter(self.mw.beam_x1.text())),
float(self.fn.filter(self.mw.beam_y1.text()))
],
[
float(self.fn.filter(
self.mw.beam_x2.text())),
float(self.fn.filter(self.mw.beam_y2.text()))
]])
self.visualize_structure()
self.states.append(pickle.dumps(self.ss))
except:
self.fn.warning()
def beam_info(self):
if self.mw.utilizeinfo.isChecked():
self.mw.frame_4.setHidden(False)
else:
self.mw.frame_4.setHidden(True)
def element_type_list(self):
if self.mw.elementtype.currentIndex() == 1:
self.mw.beam_I.setEnabled(False)
elif self.mw.elementtype.currentIndex() == 0:
self.mw.beam_I.setEnabled(True)
def add_node(self):
try:
if int(self.mw.node_id.text()) in self.ss.node_map.keys():
self.workaround()
self.ss.insert_node(element_id=int(self.mw.node_id.text()),
location=[
self.fn.filter(self.mw.node_x.text()),
self.fn.filter(self.mw.node_y.text())
])
self.mw.last_figure.click()
self.states.append(pickle.dumps(self.ss))
else:
self.fn.invalid_id_warning()
except:
self.fn.warning()
def add_support(self):
try:
if int(self.mw.support_pos.text()) in self.ss.node_map.keys():
self.workaround()
if self.mw.support_hinged.isChecked():
self.ss.add_support_hinged(
node_id=int(self.mw.support_pos.text()))
elif self.mw.support_roll.isChecked():
self.ss.add_support_roll(
node_id=int(self.mw.support_pos.text()),
angle=float(
self.fn.filter(self.mw.support_angle.text())))
elif self.mw.support_fixed.isChecked():
self.ss.add_support_fixed(
node_id=int(self.mw.support_pos.text()))
elif self.mw.support_spring.isChecked():
self.ss.add_support_spring(
node_id=int(self.mw.support_pos.text()),
translation=self.mw.spring_translation.text(),
k=self.mw.spring_k.text())
elif self.mw.support_internal_hinge.isChecked():
pass
self.mw.last_figure.click()
self.states.append(pickle.dumps(self.ss))
self.fn.enable_buttons()
else:
self.fn.invalid_id_warning()
except:
self.fn.warning()
def show_support_stuff(self):
if self.mw.support_roll.isChecked():
self.mw.support_angle.setHidden(
True) # Always true due to anaStruct bug
self.mw.label_113.setHidden(
True) # Always true due to anaStruct bug
self.mw.label_27.setHidden(
True) # Always true due to anaStruct bug
self.mw.label_71.setHidden(True)
self.mw.label_73.setHidden(True)
self.mw.spring_k.setHidden(True)
self.mw.spring_translation.setHidden(True)
elif self.mw.support_spring.isChecked():
self.mw.label_71.setHidden(False)
self.mw.label_73.setHidden(False)
self.mw.spring_k.setHidden(False)
self.mw.spring_translation.setHidden(False)
self.mw.support_angle.setHidden(
True) # Always true due to anaStruct bug
self.mw.label_27.setHidden(True)
self.mw.label_127.setHidden(False)
else:
self.mw.support_angle.setHidden(
True) # Always true due to anaStruct bug
self.mw.label_27.setHidden(True)
self.mw.label_71.setHidden(True)
self.mw.label_73.setHidden(True)
self.mw.spring_k.setHidden(True)
self.mw.label_113.setHidden(True)
self.mw.label_127.setHidden(True)
self.mw.spring_translation.setHidden(True)
def add_point_load(self):
try:
if int(self.mw.load_pos.text()) in self.ss.node_map.keys():
self.workaround()
if self.mw.load_moment.text() != '' and float(
self.mw.load_moment.text()) != 0:
self.ss.moment_load(
node_id=int(self.mw.load_pos.text()),
Ty=float(self.fn.filter(self.mw.load_moment.text())))
if float(self.mw.load_y.text()) == 0 and float(
self.mw.load_x.text()) == 0 and float(
self.mw.load_angle.text()) == 0:
pass
elif self.mw.load_y.text() != '' and self.mw.load_x.text(
) != '' and self.mw.load_angle.text() != '':
self.ss.point_load(
node_id=int(self.mw.load_pos.text()),
Fy=float(self.fn.filter(self.mw.load_y.text())),
Fx=float(self.fn.filter(self.mw.load_x.text())),
rotation=float(
self.fn.filter(self.mw.load_angle.text())))
self.mw.last_figure.click()
self.states.append(pickle.dumps(self.ss))
self.fn.enable_buttons()
else:
self.fn.invalid_id_warning()
except:
self.fn.warning()
def add_q_load(self):
try:
if int(self.mw.qload_pos.text()) in self.ss.node_map.keys():
if float(self.mw.qload_initial.text()) >= 0 and float(self.mw.qload_final.text()) >= 0 or \
float(self.mw.qload_initial.text()) <= 0 and float(self.mw.qload_final.text()) <= 0:
self.workaround()
if self.mw.qload_initial.text() == '':
self.mw.qload_final.setText(
self.fn.filter(self.mw.qload_final.text()))
if self.mw.qload_final.text() == '':
self.mw.qload_final.setText(
self.fn.filter(self.mw.qload_initial.text()))
self.ss.q_load(
element_id=int(self.mw.qload_pos.text()),
q=(float(self.fn.filter(self.mw.qload_initial.text())),
float(self.fn.filter(self.mw.qload_final.text()))))
self.mw.last_figure.click()
self.states.append(pickle.dumps(self.ss))
self.fn.enable_buttons()
else:
msg = QMessageBox()
msg.setWindowTitle(self.mw.warning_title)
msg.setText(self.mw.qload_warning)
msg.setIcon(QMessageBox.Warning)
x = msg.exec_()
else:
self.fn.invalid_id_warning()
except:
self.fn.warning()
def visualize_structure(self):
if self.ss.element_map:
self.mw.MplWidget.canvas.figure.clear()
ax = self.mw.MplWidget.canvas.figure.add_subplot(111)
self.fn.visualize(
self.ss.show_structure(show=False,
figure=(self.mw.MplWidget.canvas.figure,
ax)))
ax.patch.set_alpha(0.2)
self.mw.last_figure = self.mw.show_structure
else:
self.mw.MplWidget.plot(has_grid=self.mw.gridBox.isChecked())
self.fn.figurefix()
self.mw.last_figure = None
def visualize_diagram(self):
self.solve()
self.mw.MplWidget.canvas.figure.clear()
ax = self.mw.MplWidget.canvas.figure.add_subplot(111)
ax.patch.set_alpha(0.2)
self.fn.visualize(
self.ss.show_structure(show=False,
free_body_diagram=1,
figure=(self.mw.MplWidget.canvas.figure,
ax)))
self.mw.last_figure = self.mw.show_diagram
def visualize_supports(self):
self.solve()
self.mw.MplWidget.canvas.figure.clear()
ax = self.mw.MplWidget.canvas.figure.add_subplot(111)
ax.patch.set_alpha(0.2)
self.fn.visualize(
self.ss.show_reaction_force(
show=False, figure=(self.mw.MplWidget.canvas.figure, ax)))
self.mw.last_figure = self.mw.show_supports
def visualize_normal(self):
self.solve()
self.mw.MplWidget.canvas.figure.clear()
ax = self.mw.MplWidget.canvas.figure.add_subplot(111)
ax.patch.set_alpha(0.2)
self.fn.visualize(
self.ss.show_axial_force(show=False,
figure=(self.mw.MplWidget.canvas.figure,
ax)))
self.mw.last_figure = self.mw.show_normal
def visualize_shear(self):
self.solve()
self.mw.MplWidget.canvas.figure.clear()
ax = self.mw.MplWidget.canvas.figure.add_subplot(111)
ax.patch.set_alpha(0.2)
self.fn.visualize(
self.ss.show_shear_force(show=False,
figure=(self.mw.MplWidget.canvas.figure,
ax)))
self.mw.last_figure = self.mw.show_shear
def visualize_moment(self):
self.solve()
self.mw.MplWidget.canvas.figure.clear()
ax = self.mw.MplWidget.canvas.figure.add_subplot(111)
ax.patch.set_alpha(0.2)
self.fn.visualize(
self.ss.show_bending_moment(
show=False, figure=(self.mw.MplWidget.canvas.figure, ax)))
self.mw.last_figure = self.mw.show_moment
def visualize_displacement(self):
self.solve()
self.mw.MplWidget.canvas.figure.clear()
ax = self.mw.MplWidget.canvas.figure.add_subplot(111)
ax.patch.set_alpha(0.2)
self.fn.visualize(
self.ss.show_displacement(show=False,
figure=(self.mw.MplWidget.canvas.figure,
ax)))
self.mw.last_figure = self.mw.show_displacement
def solve(self):
self.was_solved = True
self.ss.solve()
def static_solver(self, clean=True):
if find_executable('latex'):
if self.mw.show_moment.isEnabled():
if (len(self.ss.supports_roll) == 1 and len(self.ss.supports_hinged) == 1) \
or (len(self.ss.supports_fixed) == 1):
dialog = QDialog()
prompt = PathPrompt(self.mw.language, dialog)
dialog.exec_()
if not prompt.userTerminated:
solve_path = prompt.path
file, ok = QFileDialog.getSaveFileName(
self.mw, self.mw.pdf_title, self.mw.pdf_text,
"PDF (*.pdf)")
if ok:
try:
self.mw.toolBox.setCurrentIndex(0)
pdf_dir, filename = split_dir_filename(file)
make_pdf_folders(pdf_dir)
self.ss.color_scheme = "bright"
plt.style.use('default')
mn = Manager(self.ss)
pdf_generator_thread = PDFGeneratorThread(
mn.generate_pdf,
self.mw.language,
pdf_path=pdf_dir,
filename=filename,
solve_path=solve_path,
path_warning=self.fn.path_warning,
)
self.fn.setupLoading(pdf_generator_thread)
pdf_generator_thread.finished.connect(
self.on_finished)
pdf_generator_thread.start()
self.mw.loadingScreen.exec_()
if not self.mw.loadingUi.userTerminated:
self.fn.pdf_generated_prompt()
if clean:
delete_folder(pdf_dir)
self.ss.color_scheme = "dark"
plt.style.use('dark_background')
except:
self.fn.latex_packages_warning()
else:
self.fn.static_warning()
else:
self.fn.warning()
else:
self.fn.latex_warning()
def on_finished(self):
self.mw.loadingScreen.close()
def reset_struct_elems(self):
self.ss = SystemElements()
self.ss.color_scheme = "dark"
self.states.clear()
self.mw.MplWidget.plot(has_grid=self.mw.gridBox.isChecked())
self.mw.MplWidget.set_background_alpha()
self.mw.MplWidget.set_subplot_alpha()
self.fn.figurefix()
self.was_solved = False
self.fn.disable_buttons()
def load_structure_aux(self, file):
with open(f'{file}', 'rb') as f:
self.ss, _, _ = pickle.load(f)
self.mw.struct_loaded = True
def workaround(self):
if self.was_solved:
self.ss = pickle.loads(self.states[-1])
self.was_solved = False
def reset(self):
self.workaround()
self.ss.remove_loads()
self.mw.MplWidget.canvas.figure.clear()
ax = self.mw.MplWidget.canvas.figure.add_subplot(111)
ax.patch.set_alpha(0.2)
self.fn.visualize(
self.ss.show_structure(show=False,
figure=(self.mw.MplWidget.canvas.figure,
ax)))
self.states.append(pickle.dumps(self.ss))
self.fn.disable_buttons()
from anastruct import SystemElements ss = SystemElements() # Add beams to the system. ss.add_element(location=[0, 3],EA=15000, EI=5000) ss.add_element(location=[[0, 3], [3, 3]],EA=15000, EI=5000) ss.add_element(location=[[3, 3], [3, 0]],EA=15000, EI=5000) ss.add_element(location=[[3, 3], [6, 3]],EA=15000, EI=5000) ss.add_element(location=[[6, 3], [6, 0]],EA=15000, EI=5000) ss.add_element(location=[[0, 3], [0, 6]],EA=15000, EI=5000) ss.add_element(location=[[0, 6], [3, 6]],EA=15000, EI=5000) ss.add_element(location=[[3, 6], [3, 3]],EA=15000, EI=5000) ss.add_element(location=[[3, 6], [6, 6]],EA=15000, EI=5000) ss.add_element(location=[[6, 6], [6, 3]],EA=15000, EI=5000) ss.add_element(location=[[0, 6], [0, 9]],EA=15000, EI=5000) ss.add_element(location=[[0, 9], [3, 9]],EA=15000, EI=5000) ss.add_element(location=[[3, 9], [3, 6]],EA=15000, EI=5000) ss.add_element(location=[[3, 9], [6, 9]],EA=15000, EI=5000) ss.add_element(location=[[6, 9], [6, 6]],EA=15000, EI=5000) # Add a fixed support at node 1. ss.add_support_fixed(node_id=1) ss.add_support_fixed(node_id=4) ss.add_support_fixed(node_id=6) # Add loads. ss.point_load(Fx=10, node_id=2) ss.point_load(Fx=20, node_id=7) ss.point_load(Fx=30, node_id=10) ss.q_load(q=-10, element_id=2)
def get_diagram():
'''
Recebe um parâmetro numerico que identifica o tipo de diagrama a ser retornado
0 = Estrutural
1 = Forças de reação
2 = Axial
3 = Cortante
4 = Fletor
5 = Displacement ?
Requisita os parâmetros, via json:
apoio1 e apoio2, que são os tipos dos apoios
apoio1pos e apoio2pos, que são as posições dos dois apoios
cargap, que é a posição da carga
cargam, que é o módulo da carga
Tipo dos apoios:
0 = Primeiro gênerio (roll)
1 = Segundo gênero (hinged)
2 = Tercêiro Gênero (fixed)
'''
tipo = int(request.args.get('tipo'))
r = requests.get('https://calculusapi.herokuapp.com/test')
apoio1tipo, apoio2tipo = r.json().get('apoio1'), r.json().get('apoio2')
apoio1pos, apoio2pos = r.json().get('apoio1p'), r.json().get('apoio2p')
cargapos = r.json().get('cargap')
cargamod = r.json().get('cargam')
ss = SystemElements()
#criação da barra
ss.add_element(location=[[0, 0], [3, 0]])
ss.add_element(location=[[3, 0], [8, 0]])
#adição do primeiro apoio
if apoio1tipo == 0:
ss.add_support_roll(node_id=apoio1pos)
elif apoio1tipo == 1:
ss.add_support_hinged(node_id=apoio1pos)
else:
ss.add_support_fixed(node_id=apoio1pos)
#adição do segundo apoio
if apoio2tipo == 0:
ss.add_support_roll(node_id=apoio2pos)
elif apoio2tipo == 1:
ss.add_support_hinged(node_id=apoio2pos)
else:
ss.add_support_fixed(node_id=apoio2pos)
#adição da carga
ss.q_load(element_id=cargapos, q=cargamod)
#geração dos diagramas
ss.solve()
img = io.BytesIO()
if tipo == 0:
ss.show_structure(show=False).savefig(img)
elif tipo == 1:
ss.show_reaction_force(show=False).savefig(img)
elif tipo == 2:
ss.show_axial_force(show=False).savefig(img)
elif tipo == 3:
ss.show_shear_force(show=False).savefig(img)
elif tipo == 4:
ss.show_bending_moment(show=False).savefig(img)
elif tipo == 5:
ss.show_displacement(show=False).savefig(img)
img.seek(0)
return send_file(img, mimetype='image/png')
def initializeLatticeShell(startPoint,
latticeParam,
xHexagons,
yHexagons,
force=10,
theta=0,
elasticModulus=17000000000,
moment=5000000,
area=0.0005,
g=0,
invertHex=True,
saveDir=None):
'''
This function takes in initial parameters for a hexagon lattice, creates
a mesh structure using the anaStruct library object SystemElements(). First,
the center points of hexagons in the lattice will be generated, the hexagon
vertices will be saved in a custom NumPy array to save the center points and
al 6 vertices.
The numpy array will hold 7 tuples( 1 tuple for the center-point, 6 tuples for
coordinates of each hexagon vertex. )
Args:
(startPoint):
(tuple): Tuple of dtype=np.float64 or dtype=np.float32 housing the
original start point (bottom left) of the hexagon lattice to be constructed.
(latticeParam):
(float): The length of each 'sub triangle' length starting from the center
of the hexagon to each vertex.
(xHexagons):
(int): Number of hexagons to be constructed in the x-direction in the lattice.
(yHexagons):
(int): Number of hexagons to be constructed in the y-direction in the lattice.
Returns:
(lattice):
(SystemElements() Object): The system elements object containing all trusses
defined and fully constrained.
(lattice_coordinatews):
(numpy array): Custom numpy array of shape=( xHexagons, yHexagons, 7, 2 ).
Contains 7 coordinates per hexagon: Center coords, and vertex coordinates.
'''
# Initialize finite element material parameters
EA = elasticModulus * area
EI = elasticModulus * moment
# Initialize timer
start = timeit.default_timer()
# Initialize anaStruct.py SystemElements() object...
# ss = SystemElements(figsize=(12,8), EA=15000.0, EI=5e3)
ss = SystemElements(EA=EA, EI=EI)
'''
EA - Standard axial stiffness of element
EI - Standard bending stiffness of elements
figsize - Matplotlibs standard figure size (inches)
'''
# Initialize custom numpy array...
lattice_coordinates = np.empty(shape=(xHexagons + 1, yHexagons, 7, 2))
# Take not of all elements that are already saved so we don't repeat them
# Save initialized system elements points as an array to be referenfced when
# creating new system elements to the FEM mesh.
old_ss = []
# Initialize hexagon lattice centers:
lattice_centers = getHexagonLatticeCenters(startPoint,
latticeParam,
xHexagons,
yHexagons,
invertHex=invertHex)
print(lattice_centers)
# Iterate through each hexagon center and fill lattice_coordinates numpy array
for j in range(yHexagons):
# Every odd numbered row (0 start counting) will have 1 extra hexagon to be drawn in.
if j % 2 != 0:
xHexagonCount = xHexagons + 1
else:
xHexagonCount = xHexagons
for i in range(xHexagonCount):
# Get hexagon points
curr_hexPoints = hexagonPoints(lattice_centers[i, j],
latticeParam,
invertHex=invertHex)
# Initialize start point
lattice_coordinates[i, j, 0] = lattice_centers[i, j]
lattice_coordinates[i, j, 1:] = curr_hexPoints
# Iterating through first hexagon being drawn
if i == 0:
# For even values:
if j % 2 != 0:
# Finds the point pair list of the right half of the hexagon
point_pair_list = [
(curr_hexPoints[1], curr_hexPoints[0]),
(curr_hexPoints[0], curr_hexPoints[5]),
(curr_hexPoints[5], curr_hexPoints[4]),
]
for k in range(3):
# Check if current element is already added
is_added, index = checkSystemElement(
point_pair_list[k][0], point_pair_list[k][1],
old_ss)
# Check if element exists
if is_added == False:
ss.add_element(location=[
point_pair_list[k][0], point_pair_list[k][1]
],
EA=EA,
EI=EI,
g=g)
old_ss.append(
(point_pair_list[k][0], point_pair_list[k][1]))
else:
print(
"Point Pair {} has already been added at index {} of old_ss list."
.format(curr_point_pair, index))
else:
# Iterate through all point pairs:
for k in range(6):
curr_point_pair = (curr_hexPoints[k - 1],
curr_hexPoints[k])
is_added, index = checkSystemElement(
curr_point_pair[0], curr_point_pair[1], old_ss)
# If element doesn't already exist, add it to the mesh
if is_added == False:
ss.add_element(location=[
curr_hexPoints[k - 1], curr_hexPoints[k]
],
EA=EA,
EI=EI,
g=g)
old_ss.append(
(curr_hexPoints[k - 1], curr_hexPoints[k]))
else:
# save elements added
# old_ss.append( curr_hexPoints[k-1], curr_hexPoints[k] )
# testing line --------------------
print(
"Point Pair {} has already been added at index {} of old_ss list."
.format(curr_point_pair, index))
# end testing line ------------------
elif j % 2 != 0 and i == xHexagons:
# Uneven row numbers
if j % 2 != 0:
# Finds the point pair list of the right half of the hexagon
point_pair_list = [
(curr_hexPoints[1], curr_hexPoints[2]),
(curr_hexPoints[2], curr_hexPoints[3]),
(curr_hexPoints[3], curr_hexPoints[4]),
]
for k in range(3):
# Check if current element is already added
is_added, index = checkSystemElement(
point_pair_list[k][0], point_pair_list[k][1],
old_ss)
# Check if element exists
if is_added == False:
ss.add_element(location=[
point_pair_list[k][0], point_pair_list[k][1]
],
EA=EA,
EI=EI,
g=g)
old_ss.append(
(point_pair_list[k][0], point_pair_list[k][1]))
else:
print(
"Point Pair {} has already been added at index {} of old_ss list."
.format(curr_point_pair, index))
# Even hexagon values:
else:
for k in range(6):
# check if current element is already added...if not, add it!
curr_point_pair = (curr_hexPoints[k - 1],
curr_hexPoints[k])
is_added, index = checkSystemElement(
curr_point_pair[0], curr_point_pair[1], old_ss)
# If element doesn't already exist, add it to the mesh
if is_added == False:
ss.add_element(location=[
curr_hexPoints[k - 1], curr_hexPoints[k]
],
EA=EA,
EI=EI,
g=g)
old_ss.append(
(curr_hexPoints[k - 1], curr_hexPoints[k]))
else:
# save elements added
# old_ss.append( curr_hexPoints[k-1], curr_hexPoints[k] )
# testing line --------------------
print(
"Point Pair {} has already been added at index {} of old_ss list."
.format(curr_point_pair, index))
# end testing line ------------------
# add all system elements and save point pairs
else:
for k in range(6):
# check if current element is already added...if not, add it!
curr_point_pair = (curr_hexPoints[k - 1],
curr_hexPoints[k])
is_added, index = checkSystemElement(
curr_point_pair[0], curr_point_pair[1], old_ss)
# If element doesn't already exist, add it to the mesh
if is_added == False:
ss.add_element(location=[
curr_hexPoints[k - 1], curr_hexPoints[k]
],
EA=EA,
EI=EI,
g=g)
old_ss.append(
(curr_hexPoints[k - 1], curr_hexPoints[k]))
else:
# save elements added
# old_ss.append( curr_hexPoints[k-1], curr_hexPoints[k] )
# testing line --------------------
print(
"Point Pair {} has already been added at index {} of old_ss list."
.format(curr_point_pair, index))
# end testing line ------------------
end = timeit.default_timer()
total_time = np.round((end - start), 2)
print(
"\n\nGenerating hexagon mesh of x-y dimensions, {}-{}, lattice parameter, {}, took {} seconds.\n\n"
.format(xHexagons, yHexagons, latticeParam, total_time))
lowest_nodes = findLowestNodes(ss, startPoint, latticeParam, xHexagons,
yHexagons)
highest_nodes = findHighestNodes(ss, startPoint, latticeParam, xHexagons,
yHexagons)
# add supports and flattening elements
for i in range(len(lowest_nodes)):
ss.add_element(location=[lowest_nodes[i - 1][1], lowest_nodes[i][1]])
old_ss.append((lowest_nodes[i - 1], lowest_nodes[i]))
# add fixed support on lowest nodes...
ss.add_support_fixed(node_id=lowest_nodes[i][0])
# add forces and node locations
for i in range(len(highest_nodes)):
ss.add_element(location=[highest_nodes[i - 1][1], highest_nodes[i][1]])
old_ss.append((highest_nodes[i - 1], highest_nodes[i]))
# add forces at highest nodes...
# ss.q_load(q=-1, element_id=highest_nodes[i], direction='element')
ss.point_load(node_id=highest_nodes[i][0],
Fx=0,
Fy=force,
rotation=theta)
# Solve and time it
solveTimeStart = np.round(timeit.default_timer(), 2)
ss.solve()
solveTimeEnd = np.round(timeit.default_timer(), 2)
total_solve_time = solveTimeEnd - solveTimeStart
print(
"\n\nSolving beam element model of x-y dimensions, {}-{}, lattice parameter, {}, took {} seconds.\n\n"
.format(xHexagons, yHexagons, latticeParam, total_solve_time))
# Calculate average displacement of nodes
totalDisplacement = 0
displacements = ss.get_node_displacements(node_id=0)
for i in range(len(displacements)):
totalDisplacement += np.sqrt(displacements[i][1]**2 +
displacements[i][2]**2)
averageDisplacements = totalDisplacement / len(displacements)
print("\n\nAverage Node Displacement: {}mm".format(averageDisplacements *
1000))
if saveDir != None:
diagnosticData = []
diagnosticData.append(
"Hexagon Lattice ({}-x-hexagons,{}-y-hexagons)\n".format(
xHexagons, yHexagons))
diagnosticData.append("Lattice Parameter: {}mm\n".format(latticeParam))
diagnosticData.append("Force: {}N\n".format(force))
diagnosticData.append("Elastic Modulus: {}MPa\n".format(
elasticModulus / 1000))
diagnosticData.append("Second Moment of Area: {}\n".format(moment))
diagnosticData.append("Area: {}mm\n".format(area * 1000))
diagnosticData.append("Bending Stiffness: {}\n".format(elasticModulus *
moment))
diagnosticData.append(
"Average Displacement: {}mm\n".format(averageDisplacements))
diagnosticData.append("Mesh Generated in {}s\n".format(total_time))
diagnosticData.append(
"Beam Element Model Solved in {}s\n".format(total_solve_time))
folderDir = snr.createFolder(
saveDir,
"a={}mm A={}mm f={}N E={}MPa".format(latticeParam, area, force,
elasticModulus / 1000))
textFile = open("{}\\diagnostics.txt".format(folderDir), 'w')
textFile.writelines(diagnosticData)
textFile.close()
# beam element model is solved in the call of this function.
saveElementModel(
ss, folderDir,
"a={}mm A={}mm f={}N E={}MPa".format(latticeParam, area, force,
elasticModulus / 1000))
return ss
def shear_design(Ast, B, D, Vu, fck, fy):
FS = SystemElements()
# Add beams to the system.
FS.add_element(location=[0, 5], EA=15000, EI=5000)
FS.add_element(location=[[0, 5], [5, 5]], EA=15000, EI=5000)
FS.add_element(location=[[5, 5], [5, 0]], EA=15000, EI=5000)
# Add a fixed support at node 1.
FS.add_support_fixed(node_id=1)
# Add a rotational spring support at node 4.
FS.add_support_spring(node_id=4, translation=3, k=4000)
# Add loads.
FS.point_load(Fx=30, node_id=2)
FS.q_load(q=-10, element_id=2)
FS.q_load(q=-10, element_id=1)
#ss.q_load(q=-10, element_id=4)
#print(ss.node_ranges())
# Solve
FS.solve()
FS.get_element_results(element_id=1)['length']
FS.get_element_results(element_id=1)['Mmin']
deno = FS.get_element_results(element_id=1)['shear']
#breadth = randgen(300,600)
#Asc = 0
#Ast = 0
#spacing = 150
#beam = Beam(depth,breadth,Asc,Ast,15,415,415,3.14*10**2/4,spacing)
#Asc = beam.p_min()
#Ast = beam.p_min()
#beam1 = Beam(depth,breadth,Asc,Ast,15,415,415,3.14*10**2/4,spacing)
#beam1.moment_capcity()
#beam1.min_spacing()
#beam1.max_spacing()
#print(beam1.moment_capcity()*10**(-3))
#print(FS.get_element_results(element_id=1)['Mmax'])
res = Beam_gene(depths)
beam1 = Beam(depth, breadth, Asc, Ast, 15, 415, 415, 3.14 * 10**2 / 4,
spacing)
beam1.moment_capcity()
beam1.min_spacing()
beam1.max_spacing()
# Add a fixed support at node 1.
FS.add_support_fixed(node_id=1)
# Add a rotational spring support at node 4.
FS.add_support_spring(node_id=4, translation=3, k=4000)
# Add loads.
FS.point_load(Fx=30, node_id=2)
FS.q_load(q=-10, element_id=2)
FS.q_load(q=-10, element_id=1)
#ss.q_load(q=-10, element_id=4)
#print(ss.node_ranges())
# Solve
FS.solve()
FS.get_element_results(element_id=1)['length']
FS.get_element_results(element_id=1)['Mmin']
FS.get_element_results(element_id=1)['Mmax']
FS.get_element_results(element_id=1)['shear']
#print(beam1.moment_capcity()*10**(-3))
#print(FS.get_element_results(element_id=1)['Mmax'])
C_D = ((beam1.moment_capcity()) *
10**(-3)) / (FS.get_element_results(element_id=1)['Mmax'])
print(C_D)
