format

Author: tomvanmele

src/compas_fea2/model/elements.py

@@ -368,8 +368,8 @@ def plot_section(self):
         self.section.plot()
 
     def plot_stress_distribution(self, step: "Step", end: str = "end_1", nx: int = 100, ny: int = 100, *args, **kwargs):  # noqa: F821
-        """ Plot the stress distribution along the element.
-        
+        """Plot the stress distribution along the element.
+
         Parameters
         ----------
         step : :class:`compas_fea2.model.Step`
@@ -424,8 +424,8 @@ def forces(self, step: "Step") -> "Result":
         return r.forces
 
     def moments(self, step: "_Step") -> "Result":  # noqa: F821
-        """ Get the moments result for the element.
-        
+        """Get the moments result for the element.
+
         Parameters
         ----------
         step : :class:`compas_fea2.model.Step`

src/compas_fea2/model/model.py

@@ -8,8 +8,8 @@
 from pathlib import Path
 from typing import Optional
 from typing import Set
-from typing import Union
 from typing import Tuple
+from typing import Union
 
 from compas.datastructures import Graph
 from compas.geometry import Box
@@ -1478,10 +1478,11 @@ def extract_interfaces(self, max_origin_distance=0.01, tol=1e-6) -> list[Tuple[P
             List of interfaces extracted from the model.
 
         """
-        from compas.geometry import distance_point_plane_signed
         import itertools
         from typing import List
 
+        from compas.geometry import distance_point_plane_signed
+
         # --- Nested helper function to check coplanarity ---
         def _are_two_planes_coplanar(pln1: Plane, pln2: Plane, tol: float) -> bool:
             """Checks if two COMPAS planes are geometrically the same."""

src/compas_fea2/problem/steps/step.py

@@ -594,7 +594,7 @@ def add_gravity_load(self, parts=None, g=9.81, x=0.0, y=0.0, z=-1.0, load_case=N
         try:
             parts = parts or self.model.parts
         except Exception:
-            raise AttributeError('You need to register the problem to the model first')
+            raise AttributeError("You need to register the problem to the model first")
         nodes = []
         loads = []
         for part in parts:

tests/test_materials.py

@@ -1,24 +1,25 @@
 import unittest
 from compas_fea2.model import Concrete
 from compas_fea2.units import units
+
 u = units("SI_mm")
 
 # Concrete properties based on Eurocode 2 (EN 1992-1-1:2004)
 concrete_properties = {
-    "C12/15": {"fck": 12*u.MPa, "fck_cube": 15*u.MPa, "fcm": 20*u.MPa, "fctm": 1.57*u.MPa, "Ecm": 27.085*u.Gpa},
-    "C16/20": {"fck": 16*u.MPa, "fck_cube": 20*u.MPa, "fcm": 24*u.MPa, "fctm": 1.90*u.MPa, "Ecm": 28.608*u.Gpa},
-    "C20/25": {"fck": 20*u.MPa, "fck_cube": 25*u.MPa, "fcm": 28*u.MPa, "fctm": 2.21*u.MPa, "Ecm": 29.962*u.Gpa},
-    "C25/30": {"fck": 25*u.MPa, "fck_cube": 30*u.MPa, "fcm": 33*u.MPa, "fctm": 2.56*u.MPa, "Ecm": 31.476*u.Gpa},
-    "C30/37": {"fck": 30*u.MPa, "fck_cube": 37*u.MPa, "fcm": 38*u.MPa, "fctm": 2.90*u.MPa, "Ecm": 32.837*u.Gpa},
-    "C35/45": {"fck": 35*u.MPa, "fck_cube": 45*u.MPa, "fcm": 43*u.MPa, "fctm": 3.21*u.MPa, "Ecm": 34.077*u.Gpa},
-    "C40/50": {"fck": 40*u.MPa, "fck_cube": 50*u.MPa, "fcm": 48*u.MPa, "fctm": 3.51*u.MPa, "Ecm": 35.220*u.Gpa},
-    "C45/55": {"fck": 45*u.MPa, "fck_cube": 55*u.MPa, "fcm": 53*u.MPa, "fctm": 3.80*u.MPa, "Ecm": 36.283*u.Gpa},
-    "C50/60": {"fck": 50*u.MPa, "fck_cube": 60*u.MPa, "fcm": 58*u.MPa, "fctm": 4.07*u.MPa, "Ecm": 37.278*u.Gpa},
-    "C55/67": {"fck": 55*u.MPa, "fck_cube": 67*u.MPa, "fcm": 63*u.MPa, "fctm": 4.21*u.MPa, "Ecm": 38.214*u.Gpa},
-    "C60/75": {"fck": 60*u.MPa, "fck_cube": 75*u.MPa, "fcm": 68*u.MPa, "fctm": 4.35*u.MPa, "Ecm": 39.100*u.Gpa},
-    "C70/85": {"fck": 70*u.MPa, "fck_cube": 85*u.MPa, "fcm": 78*u.MPa, "fctm": 4.61*u.MPa, "Ecm": 40.743*u.Gpa},
-    "C80/95": {"fck": 80*u.MPa, "fck_cube": 95*u.MPa, "fcm": 88*u.MPa, "fctm": 4.84*u.MPa, "Ecm": 42.244*u.Gpa},
-    "C90/105": {"fck": 90*u.MPa, "fck_cube": 105*u.MPa, "fcm": 98*u.MPa, "fctm": 5.04*u.MPa, "Ecm": 43.631*u.GPa},
+    "C12/15": {"fck": 12 * u.MPa, "fck_cube": 15 * u.MPa, "fcm": 20 * u.MPa, "fctm": 1.57 * u.MPa, "Ecm": 27.085 * u.Gpa},
+    "C16/20": {"fck": 16 * u.MPa, "fck_cube": 20 * u.MPa, "fcm": 24 * u.MPa, "fctm": 1.90 * u.MPa, "Ecm": 28.608 * u.Gpa},
+    "C20/25": {"fck": 20 * u.MPa, "fck_cube": 25 * u.MPa, "fcm": 28 * u.MPa, "fctm": 2.21 * u.MPa, "Ecm": 29.962 * u.Gpa},
+    "C25/30": {"fck": 25 * u.MPa, "fck_cube": 30 * u.MPa, "fcm": 33 * u.MPa, "fctm": 2.56 * u.MPa, "Ecm": 31.476 * u.Gpa},
+    "C30/37": {"fck": 30 * u.MPa, "fck_cube": 37 * u.MPa, "fcm": 38 * u.MPa, "fctm": 2.90 * u.MPa, "Ecm": 32.837 * u.Gpa},
+    "C35/45": {"fck": 35 * u.MPa, "fck_cube": 45 * u.MPa, "fcm": 43 * u.MPa, "fctm": 3.21 * u.MPa, "Ecm": 34.077 * u.Gpa},
+    "C40/50": {"fck": 40 * u.MPa, "fck_cube": 50 * u.MPa, "fcm": 48 * u.MPa, "fctm": 3.51 * u.MPa, "Ecm": 35.220 * u.Gpa},
+    "C45/55": {"fck": 45 * u.MPa, "fck_cube": 55 * u.MPa, "fcm": 53 * u.MPa, "fctm": 3.80 * u.MPa, "Ecm": 36.283 * u.Gpa},
+    "C50/60": {"fck": 50 * u.MPa, "fck_cube": 60 * u.MPa, "fcm": 58 * u.MPa, "fctm": 4.07 * u.MPa, "Ecm": 37.278 * u.Gpa},
+    "C55/67": {"fck": 55 * u.MPa, "fck_cube": 67 * u.MPa, "fcm": 63 * u.MPa, "fctm": 4.21 * u.MPa, "Ecm": 38.214 * u.Gpa},
+    "C60/75": {"fck": 60 * u.MPa, "fck_cube": 75 * u.MPa, "fcm": 68 * u.MPa, "fctm": 4.35 * u.MPa, "Ecm": 39.100 * u.Gpa},
+    "C70/85": {"fck": 70 * u.MPa, "fck_cube": 85 * u.MPa, "fcm": 78 * u.MPa, "fctm": 4.61 * u.MPa, "Ecm": 40.743 * u.Gpa},
+    "C80/95": {"fck": 80 * u.MPa, "fck_cube": 95 * u.MPa, "fcm": 88 * u.MPa, "fctm": 4.84 * u.MPa, "Ecm": 42.244 * u.Gpa},
+    "C90/105": {"fck": 90 * u.MPa, "fck_cube": 105 * u.MPa, "fcm": 98 * u.MPa, "fctm": 5.04 * u.MPa, "Ecm": 43.631 * u.GPa},
 }