from numpy import array
l = 10.0 # beam half-length
c = 2.0 # beam half-height
e = 203200.0 # Young's modulus
nu = 0.27 # Poison's modulus
q = 100.0 # uniformly distributed load
n = 51 # nodes in the first direction of computational domain
m = 21 # nodes in the second direction of computational domain
d = plane_strain_isotropic(e, nu)
print(d)
(nodes, elements) = rectangular_quads(x_count=n,
y_count=m,
x_origin=0.0,
y_origin=-c,
width=l,
height=2.0 * c)
stiffness = assembly_quads_stress_strain(nodes=nodes,
elements=elements,
thickness=1.0,
elasticity_matrix=d)
print("Evaluating force...")
def force_func(node):
if abs(node[0]) < 0.0000001:
return array([0.0, -q / m])
else:
return array([0.0, 0.0])
from assembly2d import assembly_quads_mindlin_plate
from assembly2d import assembly_initial_value
from stress_strain_matrix import plane_stress_isotropic
from force import volume_force_quads
from scipy.sparse.linalg import spsolve
from numpy import array
a = 1.0 # A side of a square plate
h = 0.01 # A thickness of a square plate
e = 203200.0 # The Young's modulus
nu = 0.3 # The Poisson's ratio
q = 0.05 # A load intensity
n = 201
(nodes, elements) = rectangular_quads(x_count=n,
y_count=n,
x_origin=0.0,
y_origin=0.,
width=a,
height=a)
stiffness = assembly_quads_mindlin_plate(nodes, elements, h,
plane_stress_isotropic(e, nu))
print("Evaluating force...")
def force_func(node):
return array([q, 0.0, 0.0])
force = volume_force_quads(nodes=nodes,
elements=elements,
thickness=1.0,
freedom=3,
from mesh2d import rectangular_quads
from mesh2d import draw_vtk
from assembly2d import assembly_quads_stress_strain
from stress_strain_matrix import plane_strain_isotropic
from numpy import zeros
from scipy.sparse.linalg import spsolve
l = 10.0 # beam half-length
c = 2.0 # beam half-height
e = 203200.0 # Young's modulus
nu = 0.27 # Poison's modulus
q = 100.0 # uniformly distributed load
n = 51 # nodes in the first direction of computational domain
m = 21 # nodes in the second direction of computational domain
d = plane_strain_isotropic(e, nu)
print(d)
(nodes, elements) = rectangular_quads(x_count=n, y_count=m, x_origin=0.0, y_origin=-c, width=l, height=2.0 * c)
stiffness = assembly_quads_stress_strain(nodes, elements, d)
dimension = stiffness.shape[0]
force = zeros(dimension)
for i in range(len(nodes)):
if abs(nodes[i, 0]) < 0.0000001:
force[2 * i + 1] = -q / m
for i in range(len(nodes)):
if abs(l - nodes[i, 0]) < 0.0000001:
for j in range(dimension):
if stiffness[2 * i, j] != 0.0:
stiffness[2 * i, j] = 0.0
if stiffness[j, 2 * i] != 0.0:
stiffness[j, 2 * i] = 0.0
if stiffness[2 * i + 1, j] != 0.0:
stiffness[2 * i + 1, j] = 0.0
from numpy import array, zeros, ix_
from quadrature import legendre_quad
a = 10.0 # A side of a square plate
factor = 3.0
b = a / factor
h = a / 100.0 # A thickness of a square plate
e = 1.0 # The Young's modulus
nu = 0.3 # The Poisson's ratio
alpha = 1.0E-4
n = 21
freedom = 5
d = plane_stress_isotropic(e, nu)
(nodes, elements) = rectangular_quads(x_count=n,
y_count=int(n / factor),
x_origin=0.0,
y_origin=0.,
width=a,
height=b)
stiffness = assembly_quads_mindlin_plate_laminated(nodes, elements, [h],
[d])
print("Evaluating force...")
force = thermal_force_plate_5(nodes=nodes,
elements=elements,
thicknesses=[h],
elasticity_matrices=[d],
alpha_t=alpha)
# print("Evaluating boundary conditions...")
# if stiffness[position, j] != 0.0:
# stiffness[position, j] = 0.0
# if stiffness[j, position] != 0.0:
# stiffness[j, position] = 0.0
stiffness[position, position] = 1.0
force[position] = value
if __name__ == "__main__":
from mesh2d import rectangular_quads
from mesh2d import rectangular_triangles
from plot_coo_matrix import plot_coo_matrix
d = array([[1., 1., 0.], [1., 1., 0.], [0., 0., 1.]])
(nodes, elements) = rectangular_quads(x_count=51,
y_count=11,
x_origin=-10.0,
y_origin=-2.0,
width=20.0,
height=4.0)
global_matrix = assembly_quads_stress_strain(nodes, elements, d)
plot_coo_matrix(global_matrix)
(nodes, elements) = rectangular_triangles(x_count=51,
y_count=11,
x_origin=-10.0,
y_origin=-2.0,
width=20.0,
height=4.0)
global_matrix = assembly_triangles_stress_strain(nodes, elements, d)
plot_coo_matrix(global_matrix)
(nodes, elements) = rectangular_quads(x_count=31,
y_count=31,
x_origin=0.0,
])
bt = b.conj().transpose()
local = local + bt.dot(strain_stress_matrix).dot(b) * jacobian * w[i]
for i in range(element_dimension):
ii = elements[element_index, i / freedom] * freedom + i % freedom
for j in range(i, element_dimension):
jj = elements[element_index, j / freedom] * freedom + j % freedom
global_matrix[ii, jj] += local[i, j]
if i != j:
global_matrix[jj, ii] = global_matrix[ii, jj]
print_progress(element_index, elements_count - 1)
print "\nAssembly is completed"
return global_matrix
if __name__ == "__main__":
from numpy import array
from mesh2d import rectangular_quads
from mesh2d import rectangular_triangles
from plot_coo_matrix import plot_coo_matrix
d = array([
[1., 1., 0.],
[1., 1., 0.],
[0., 0., 1.]
])
(nodes, elements) = rectangular_quads(x_count=51, y_count=11, x_origin=-10.0, y_origin=-2.0, width=20.0, height=4.0)
global_matrix = assembly_quads_stress_strain(nodes, elements, d)
plot_coo_matrix(global_matrix)
(nodes, elements) = rectangular_triangles(x_count=51, y_count=11, x_origin=-10.0, y_origin=-2.0, width=20.0, height=4.0)
global_matrix = assembly_triangles_stress_strain(nodes, elements, d)
plot_coo_matrix(global_matrix)
