Delete simulators/fenics_simulation.py

simulators/fenics_simulation.py

@@ -1,64 +0,0 @@
-from fenics import *
-import numpy as np
-
-def run_fenics_simulation(simulation_type, **kwargs):
-    """
-    Run FEniCS simulation for the selected use case.
-
-    Parameters:
-        simulation_type (str): 'plate' or 'beam'.
-        kwargs: Input parameters such as length, width, thickness, force/load.
-
-    Returns:
-        stress (float): Calculated maximum stress (approx).
-        deformation (float): Total deformation (approx).
-    """
-    # Mesh setup
-    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.")
-
-    # Function space
-    V = VectorFunctionSpace(mesh, "P", 1)
-
-    # Trial and test functions
-    u = TrialFunction(V)
-    v = TestFunction(V)
-
-    # Material properties
-    E, nu = 2e11, 0.3  # Elastic modulus and Poisson's ratio
-    mu = E / (2.0 * (1.0 + nu))
-    lmbda = E * nu / ((1.0 + nu) * (1.0 - 2.0 * nu))
-
-    # Stress-strain relationship
-    def sigma(v):
-        return lmbda * nabla_div(v) * Identity(3) + 2 * mu * sym(grad(v))
-
-    # Load
-    f = Constant((-load, 0, 0))
-
-    # Variational form
-    a = inner(sigma(u), sym(grad(v))) * dx
-    L = dot(f, v) * dx
-
-    # Boundary conditions
-    def boundary(x, on_boundary):
-        return on_boundary and near(x[0], 0)
-
-    bc = DirichletBC(V, Constant((0, 0, 0)), boundary)
-
-    # Solve
-    u = Function(V)
-    solve(a == L, u, bc)
-
-    # Post-processing
-    stress = np.max(u.vector().get_local())  # Approximate stress
-    deformation = u.vector().norm("l2")  # Approximate deformation
-    return stress, deformation