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from fenics import * | |
import numpy as np | |
def run_fenics_simulation(simulation_type, **kwargs): | |
if simulation_type == "plate": | |
length, width, thickness = kwargs["length"], kwargs["width"], kwargs["thickness"] | |
mesh = BoxMesh(Point(0, 0, 0), Point(length, width, thickness), 10, 10, 2) | |
load = kwargs["force"] | |
elif simulation_type == "beam": | |
length, width, thickness = kwargs["length"], kwargs["width"], kwargs["thickness"] | |
mesh = BoxMesh(Point(0, 0, 0), Point(length, width, thickness), 10, 10, 2) | |
load = kwargs["load"] | |
else: | |
raise ValueError("Invalid simulation type selected.") | |
V = VectorFunctionSpace(mesh, "P", 1) | |
u = TrialFunction(V) | |
v = TestFunction(V) | |
E, nu = 2e11, 0.3 | |
mu = E / (2.0 * (1.0 + nu)) | |
lmbda = E * nu / ((1.0 + nu) * (1.0 - 2.0 * nu)) | |
def sigma(v): | |
return lmbda * nabla_div(v) * Identity(3) + 2 * mu * sym(grad(v)) | |
f = Constant((-load, 0, 0)) | |
a = inner(sigma(u), sym(grad(v))) * dx | |
L = dot(f, v) * dx | |
def boundary(x, on_boundary): | |
return on_boundary and near(x[0], 0) | |
bc = DirichletBC(V, Constant((0, 0, 0)), boundary) | |
u = Function(V) | |
solve(a == L, u, bc) | |
stress = np.max(u.vector().get_local()) | |
deformation = u.vector().norm("l2") | |
return stress, deformation | |