def make_available_sensors_plot(c: Config, pier_radius: float,
track_radius: float, edge_radius: float):
"""Scatter plot of sensors used for classification."""
top_view_bridge(c.bridge, abutments=True, piers=True, compass=False)
plot_deck_sensors(
c=c,
without=without.points(
c=c,
pier_radius=pier_radius,
track_radius=track_radius,
edge_radius=edge_radius,
),
label=True,
)
for l_i, load in enumerate([Point(x=21, z=-8.4), Point(x=33, z=-4)]):
plt.scatter(
[load.x],
[load.z],
color="red",
marker="o",
s=50,
label="Sensor of interest" if l_i == 0 else None,
)
legend_marker_size(plt.legend(), 50)
plt.title(f"Sensors available for classification on Bridge 705")
plt.tight_layout()
plt.savefig(c.get_image_path("sensors", "unavailable-sensors.pdf"))
plt.close()
def plot_deck_sensors(c: Config,
without: Callable[[Point], bool],
label: bool = False):
"""Scatter plot of deck sensors."""
deck_nodes, _ = get_bridge_nodes(c.bridge)
deck_nodes = det_nodes(deck_nodes)
unavail_nodes = []
avail_nodes = []
for node in deck_nodes:
if without(Point(x=node.x, y=node.y, z=node.z)):
unavail_nodes.append(node)
else:
avail_nodes.append(node)
X, Z, H = [], [], [] # 2D arrays, x and z coordinates, and height.
for node in deck_nodes:
X.append(node.x)
Z.append(node.z)
if without(Point(x=node.x, y=node.y, z=node.z)):
H.append(1)
else:
H.append(0)
plt.scatter(
[node.x for node in avail_nodes],
[node.z for node in avail_nodes],
s=5,
color="#1f77b4",
)
plt.scatter(
[node.x for node in unavail_nodes],
[node.z for node in unavail_nodes],
color="#ff7f0e",
s=5,
)
if label:
plt.scatter(
[avail_nodes[0].x],
[avail_nodes[0].z],
color="#1f77b4",
label="Available",
s=5,
)
plt.scatter(
[unavail_nodes[0].x],
[unavail_nodes[0].z],
color="#ff7f0e",
label="Unavailable",
s=5,
)
legend = plt.legend()
legend_marker_size(legend, 50)
def convert_sim_translation_responses(
nodes: List[Node],
sim_ind: int,
response_type: ResponseType,
parsed_sim_responses: Dict[ResponseType, List[List[float]]],
converted_expt_responses: Dict[int, Dict[ResponseType, List["Response"]]],
):
"""Convert parsed simulation translation fem to List[Response].
The converted fem will be entered into the given dictionary.
"""
# If the requested response type is not available do nothing.
# TODO: Should we not raise an Error?
if response_type not in parsed_sim_responses:
return
parsed_sim_trans_responses = parsed_sim_responses[response_type]
result = [] # The List[Response] that we are converting to.
node_index = 0 # Index of node corresponding to current response.
# For each time step in the simulation.
for time in range(len(parsed_sim_trans_responses)):
# For each collected response at that time.
for i in range(len(parsed_sim_trans_responses[time])):
node = nodes[node_index]
result.append(
(
parsed_sim_trans_responses[time][i],
Point(x=node.x, y=node.y, z=node.z),
)
)
node_index += 1
converted_expt_responses[sim_ind][response_type] = result
def cracked_concrete_plots(c: Config):
"""Contour plots of cracked concrete scenarios."""
response_type = ResponseType.YTranslation
# 10 x 10 grid of points on the bridge deck where to record fem.
points = [
Point(x=x, y=0, z=z) for x, z in itertools.product(
np.linspace(c.bridge.x_min, c.bridge.x_max, 10),
np.linspace(c.bridge.z_min, c.bridge.z_max, 10),
)
]
# Create empty traffic array and collect fem.
response_array = responses_to_traffic_array(
c=c,
traffic_array=load_normal_traffic_array(c)[0],
response_type=response_type,
bridge_scenario=cracked_scenario,
points=points,
sim_runner=OSRunner,
)
for t in range(len(response_array)):
top_view_bridge(c.bridge, abutments=True, piers=True)
responses = Responses.from_responses(
response_type=response_type,
responses=[(response_array[t][p], point)
for p, point in enumerate(points)],
)
plot_contour_deck(c=c, responses=responses, center_norm=True)
plt.title("Cracked Concrete")
plt.savefig(c.get_image_path("cracked-scenario", f"cracked-time-{t}"))
plt.close()
def make_node_plots(original_c: Config):
"""Make all variations of 3d scatter plots of nodes."""
for damage_scenario in healthy_and_cracked_scenarios:
c, sim_params = damage_scenario.use(original_c, SimParams([]))
for ctx, ctx_name in [
(BuildContext(add_loads=[Point(x=85, y=0, z=0)]), "refined"),
(None, "unrefined"),
]:
bridge_nodes = get_bridge_nodes(bridge=c.bridge, ctx=ctx)
deck_nodes = set(flatten(bridge_nodes[0], Node))
pier_nodes = set(flatten(bridge_nodes[1], Node))
all_nodes = set(flatten(bridge_nodes, Node))
# For each combination of parameters plot the nodes.
for nodes_name, nodes in [
("all", all_nodes),
("deck", deck_nodes),
("pier", pier_nodes),
]:
node_scatter_3d(nodes=nodes)
plt.title(f"Nodes of {c.bridge.name}")
plt.savefig(
c.get_image_path(
f"geometry/nodes-{ctx_name}",
safe_str(f"{nodes_name}") + ".pdf",
))
plt.close()
def temperature_effect_date(c: Config, month: str, vert: bool):
temp = __init__.load(name=month)
point = Point(x=51, y=0, z=-8.4)
plt.landscape()
def plot_hours():
if not vert:
return
label_set = False
for dt in temp["datetime"]:
if np.isclose(float(dt.hour + dt.minute), 0):
label = None
if not label_set:
label = "Time at vertical line = 00:00"
label_set = True
plt.axvline(x=dt, linewidth=1, color="black", label=label)
# Plot the temperature.
plt.subplot(2, 1, 1)
plot_hours()
plt.scatter(
temp["datetime"],
temp["temp"],
c=temp["missing"],
cmap=mpl.cm.get_cmap("bwr"),
s=1,
)
plt.ylabel("Temperature (°C)")
plt.xlabel("Date")
plt.gcf().autofmt_xdate()
plt.title(f"Temperature in {str(month[0]).upper()}{month[1:]}")
plt.legend()
# Plot the effect at a point.
response_type = ResponseType.YTranslation
plt.subplot(2, 1, 2)
plot_hours()
effect = __init__.effect(
c=c, response_type=response_type, points=[point], temps=temp["temp"]
)[0]
plt.scatter(
temp["datetime"],
effect * 1000,
c=temp["missing"],
cmap=mpl.cm.get_cmap("bwr"),
s=1,
)
plt.ylabel(f"{response_type.name()} (mm)")
plt.xlabel("Date")
plt.gcf().autofmt_xdate()
plt.title(f"{response_type.name()} to unit thermal loading in {month}")
# Save.
plt.tight_layout()
plt.savefig(c.get_image_path("classify/temperature", f"{month}.png"))
plt.savefig(c.get_image_path("classify/temperature", f"{month}.pdf"))
plt.close()
def pairwise_cluster(c: Config, load: bool):
"""Cluster pairwise maps from healthy and damaged scenarios."""
features_path = c.get_data_path("features", "pairwise-cluster", bridge=False)
if not load:
normal_traffic_array, _ = load_normal_traffic_array(c=c, mins=24)
normal_traffic_array = normal_traffic_array[
int(len(normal_traffic_array) / 24) :
]
response_type = ResponseType.YTranslation
grid_points = [
Point(x=x, y=0, z=-9.65)
for x, _ in itertools.product(
np.linspace(c.bridge.x_min, c.bridge.x_max, 50),
# np.linspace(c.bridge.x_min, c.bridge.x_max, 4),
[1],
)
]
# Collect a list of features per scenarios scenario.
features = []
for damage_scenario in healthy_and_cracked_scenarios[1:]:
damage_c = damage_scenario.use(c)
responses = responses_to_traffic_array(
c=damage_c,
traffic_array=normal_traffic_array,
response_type=response_type,
bridge_scenario=damage_scenario,
points=grid_points,
sim_runner=OSRunner,
).T
ks_values = []
for p0_i, point0 in enumerate(grid_points):
print_i(f"Point {p0_i + 1} / {len(grid_points)}", end="\r")
ks_values.append([])
for p1_i, point1 in enumerate(grid_points):
ks = ks_no_outliers(responses[p0_i], responses[p1_i])
ks_values[-1].append(ks)
features.append((ks_values, damage_scenario.name))
# Save features to disk.
features = np.array(features)
np.save(features_path, features)
features = np.load(features_path)
# Reduce each pairwise map to a sum per sensor.
for f_i, (feature, feature_name) in enumerate(features):
features[f_i] = ([sum(sensor) for sensor in feature], feature_name)
features[f_i] = ([sum(sensor) for sensor in features[f_i]], feature_name)
# Cluster each pairwise map.
from sklearn.cluster import KMeans
kmeans = KMeans(n_clusters=2)
kmeans.fit(features)
def without(self, remove: Callable[[Point], bool]) -> "Responses":
responses = []
for x, y_dict in self.responses[self.times[0]].items():
for y, z_dict in y_dict.items():
for z, response in z_dict.items():
p = Point(x=x, y=y, z=z)
if not remove(p):
responses.append((response, p))
# if abs(p.distance(of)) > radius:
return Responses(response_type=self.response_type,
responses=responses,
units=self.units)
def center(self) -> Point:
"""Point at the center of the element."""
if not hasattr(self, "_center"):
node_0 = self.nodes_by_id[self.ni_id]
node_1 = self.nodes_by_id[self.nk_id]
delta_x = abs(node_0.x - node_1.x)
delta_y = abs(node_0.y - node_1.y)
delta_z = abs(node_0.z - node_1.z)
min_x = min(node_0.x, node_1.x)
min_y = min(node_0.y, node_1.y)
min_z = min(node_0.z, node_1.z)
self._center = Point(x=min_x + delta_x / 2,
y=min_y + delta_y / 2,
z=min_z + delta_z / 2)
return self._center
def make_shell_properties_3d(original_c: Config):
"""Make plots of the shells in 3D, coloured by material property."""
# For each scenarios scenario build the model and extract the shells.
for damage_scenario in healthy_and_cracked_scenarios:
c, sim_params = damage_scenario.use(original_c, SimParams([]))
for ctx, ctx_name in [
(BuildContext(add_loads=[Point(x=85, y=0, z=0)]), "refined"),
(None, "unrefined"),
]:
bridge_shells = get_bridge_shells(bridge=c.bridge, ctx=ctx)
deck_shells = flatten(bridge_shells[0], Shell)
pier_shells = flatten(bridge_shells[1], Shell)
all_shells = flatten(bridge_shells, Shell)
# For each combination of parameters plot the shells.
for shells_name, shells in [
("pier", pier_shells),
("all", all_shells),
("deck", deck_shells),
]:
for outline, label in itertools.product([True, False],
[True, False]):
for prop_name, prop_units, prop_f in [
("Thickness", "m", lambda s: s.thickness),
("Density", "kg/m", lambda s: s.density),
("Poisson's ratio", "m/m", lambda s: s.poissons),
("Young's modulus", "MPa", lambda s: s.youngs),
]:
for cmap in [default_cmap, get_cmap("tab10")]:
shell_properties_3d(
shells=shells,
prop_units=prop_units,
prop_f=prop_f,
cmap=cmap,
outline=outline,
label=label,
colorbar=not label,
)
plt.title(f"{prop_name} of {c.bridge.name}")
plt.savefig(
c.get_image_path(
f"geometry/shells-{ctx_name}-3d",
safe_str(
f"{shells_name}-{prop_name}-outline-{outline}-{cmap.name}"
) + ".pdf",
))
plt.close()
def traffic_response_plots(c: Config, times: int = 3):
"""Response to normal traffic per scenarios scenario at multiple time steps."""
response_type = ResponseType.YTranslation
# 10 x 10 grid of points on the bridge deck where to record fem.
points = [
Point(x=x, y=0, z=z) for x, z in itertools.product(
np.linspace(c.bridge.x_min, c.bridge.x_max, 10),
np.linspace(c.bridge.z_min, c.bridge.z_max, 10),
)
]
# for damage_scenario in all_scenarios(c):
for damage_scenario in [unit_temp_scenario]:
response_array = responses_to_traffic_array(
c=c,
traffic_array=load_normal_traffic_array(c, mins=1)[0],
response_type=response_type,
bridge_scenario=damage_scenario,
points=points,
sim_runner=OSRunner,
)
print(response_array.shape)
mean_response_array = np.mean(response_array, axis=0).T
print(mean_response_array.shape)
print(mean_response_array.shape)
for t in range(times):
time_index = -1 + abs(t)
top_view_bridge(c.bridge, abutments=True, piers=True)
responses = Responses.from_responses(
response_type=response_type,
responses=[(response_array[time_index][p], point)
for p, point in enumerate(points)],
)
plot_contour_deck(c=c,
responses=responses,
center_norm=True,
levels=100)
plt.title(damage_scenario.name)
plt.savefig(
c.get_image_path(
"contour-traffic-response",
f"{damage_scenario.name}-time={time_index}",
))
plt.close()
def oneclass(c: Config):
normal_traffic_array, traffic_scenario = load_normal_traffic_array(c)
bridge_scenarios = [HealthyScenario()] + each_pier_scenarios(c)
response_type = ResponseType.YTranslation
points = [
Point(x=x, y=0, z=z)
for x, z in itertools.product(
np.linspace(c.bridge.x_min, c.bridge.x_max / 2, 20),
np.linspace(c.bridge.z_min, c.bridge.z_max / 2, 3),
)
]
results = []
for b, bridge_scenario in enumerate(bridge_scenarios):
print_i(f"One class: bridge scenario {bridge_scenario.name}")
responses = responses_to_traffic_array(
c=c,
traffic_array=normal_traffic_array,
response_type=response_type,
bridge_scenario=bridge_scenario,
points=points,
fem_runner=OSRunner(c),
).T
print(len(normal_traffic_array))
print(responses.shape)
# Fit on the healthy scenario.
if b == 0:
assert len(responses) == len(points)
clfs = []
for r, rs in enumerate(responses):
print_i(f"Training classifier {r} / {len(responses)}")
clfs.append(OneClassSVM().fit(rs.reshape(-1, 1)))
scenario_results = []
for p, _ in enumerate(points):
print_i(f"Predicting points {p} / {len(points)}")
prediction = clfs[p].predict(responses[p].reshape(-1, 1))
print(prediction)
print(len(prediction[prediction < 0]))
print(len(prediction[prediction > 0]))
def gradient_pier_displacement_plot(
c: Config,
pier_disp: PierSettlementScenario,
response_type: ResponseType,
title: str,
):
"""Contour plot of piers displaced in an increasing gradient."""
# 10 x 10 grid of points on the bridge deck where to record fem.
points = [
Point(x=x, y=0, z=z) for x, z in itertools.product(
np.linspace(c.bridge.x_min, c.bridge.x_max, 10),
np.linspace(c.bridge.z_min, c.bridge.z_max, 10),
)
]
# Create empty traffic array and collect fem.
response_array = responses_to_traffic_array(
c=c,
traffic_array=np.zeros(
(1, len(c.bridge.wheel_tracks(c)) * c.il_num_loads)),
response_type=response_type,
bridge_scenario=pier_disp,
points=points,
fem_runner=OSRunner(c),
)
top_view_bridge(c.bridge, abutments=True, piers=True)
responses = Responses.from_responses(
response_type=response_type,
responses=[(response_array[0][p], point)
for p, point in enumerate(points)],
)
plot_contour_deck(c=c, responses=responses, center_norm=True)
plt.title(title)
plt.savefig(
c.get_image_path("pier-scenarios",
f"pier-displacement-{safe_str(title)}"))
plt.close()
def animate_mv_vehicle(
c: Config,
mv_vehicle: Vehicle,
response_type: ResponseType,
fem_runner: FEMRunner,
num_x_fracs: int = 100,
per_axle: bool = False,
save: str = None,
show: bool = False,
):
"""Animate the bridge's response to a moving vehicles."""
times = list(times_on_bridge(c=c, mv_vehicles=[mv_vehicles]))
at = [
Point(x=c.bridge.x(x_frac))
for x_frac in np.linspace(0, 1, num_x_fracs)
]
responses = responses_to_mv_vehicles(
c=c,
mv_vehicles=[mv_vehicles],
response_types=[response_type],
fem_runner=fem_runner,
times=times,
at=at,
per_axle=per_axle,
)
# Reshape to have only a single response type and moving vehicles.
new_shape = [d for d in responses.shape if d != 1]
responses = responses.reshape(new_shape)
animate_bridge_response(
c=c,
responses=[responses],
response_type=response_type,
mv_vehicles=[mv_vehicles],
save=save,
show=show,
)
def run_ulm(c: Config, healthy: bool, cracked: bool, x_i: float, z_i: float):
"""Run all unit load simulations."""
response_type = ResponseType.YTranslation
wheel_xs = c.bridge.wheel_track_xs(c)
wheel_x = wheel_xs[x_i]
wheel_zs = c.bridge.wheel_track_zs(c)
wheel_z = wheel_zs[z_i]
print_i(f"Wheel (x, z) = ({wheel_x}, {wheel_z})")
point = Point(x=wheel_x, y=0, z=wheel_z)
if healthy:
ULResponses.load_ulm(
c=c,
response_type=response_type,
points=[point],
sim_runner=OSRunner(c),
)
if cracked:
c = transverse_crack().use(c)[0]
ULResponses.load_ulm(
c=c,
response_type=response_type,
points=[point],
sim_runner=OSRunner(c),
)
def convert_strain_responses(
elements: List[Shell],
sim_ind: int,
parsed_sim_responses: Dict[ResponseType, List[List[float]]],
converted_expt_responses: Dict[int, Dict[ResponseType, List["Response"]]],
):
if not any(rt.is_strain() or rt.is_stress() for rt in parsed_sim_responses):
return
parsed_sim_strain = parsed_sim_responses[ResponseType.StrainXXB]
result_bottom, result_bottom_z, result_top = [], [], []
print_w("Elements belonging to piers will not have strain recorded")
print_w("Strain fem are specified to be at y=0, but recorded lower")
# For each integration point..
assert len(parsed_sim_strain) == 4
for i_point in range(4):
# ..consider the fem for each element.
assert len(elements) == len(parsed_sim_strain[i_point])
for element, el_responses in zip(elements, parsed_sim_strain[i_point]):
# Skip any elements belonging to the pier.
if element.pier:
continue
# First calculate the center offset of the integration points..
if not hasattr(element, "i_point_offset"):
element.i_point_offset = (
element.length() / 2 * (1 / np.sqrt(3)),
element.width() / 2 * (1 / np.sqrt(3)),
)
i_point_x_offset, i_point_z_offset = element.i_point_offset
# ..then determine the position of each integration point.
response_point = deepcopy(element.center())
if i_point + 1 == 1:
response_point.x -= i_point_x_offset
response_point.z -= i_point_z_offset
elif i_point + 1 == 2:
response_point.x += i_point_x_offset
response_point.z -= i_point_z_offset
elif i_point + 1 == 3:
response_point.x += i_point_x_offset
response_point.z += i_point_z_offset
elif i_point + 1 == 4:
response_point.x -= i_point_x_offset
response_point.z += i_point_z_offset
else:
raise ValueError("Unknown integration point {i_point + 1}")
# if (
# np.isclose(element.center().x, 2.170312) and
# np.isclose(element.center().z, 12.8495)
# ):
# print()
# print(element.center())
# print(element.length(), element.width())
# print(element.i_point_offset)
# print(response_point)
# Calculate and record the response.
eps11, eps22, _g12, theta11, theta22, theta33, _g13, _g23 = list(
el_responses
)
half_height = element.section.thickness / 2
# print(response_point.x, response_point.y, response_point.z)
# print(eps11)
result_bottom.append(
(
(eps11 - (theta11 * half_height)) * -1e6,
Point(x=response_point.x, y=response_point.y, z=response_point.z,),
)
)
result_bottom_z.append(
(
(eps22 - (theta22 * half_height)) * -1e6,
Point(x=response_point.x, y=response_point.y, z=response_point.z,),
)
)
result_top.append(
(
(eps11 + (theta11 * half_height)) * -1e6,
Point(x=response_point.x, y=response_point.y, z=response_point.z,),
)
)
converted_expt_responses[sim_ind][ResponseType.StrainXXB] = result_bottom
converted_expt_responses[sim_ind][ResponseType.StrainXXT] = result_top
converted_expt_responses[sim_ind][ResponseType.StrainZZB] = result_bottom_z
print(len(result_bottom))
def deck_points(self) -> List[Point]:
"""All the points on the deck where fem are collected."""
return [
Point(x=x, y=0, z=z) for _, (x, y, z) in self.values(point=True)
if np.isclose(y, 0)
]
def plot_nesw_convergence(
c: Config,
df: pd.DataFrame,
responses: Dict[float, Responses],
point: Point,
max_distance: float,
from_: str,
):
"""Plot convergence of strain at different points around a load."""
delta_distance = 0.05
skip = 3
# Create color mappable for distances.
norm = matplotlib.colors.Normalize(vmin=0, vmax=max_distance)
cmap = matplotlib.cm.get_cmap("jet")
mappable = matplotlib.cm.ScalarMappable(norm=norm, cmap=cmap)
color = lambda d: mappable.to_rgba(d)
# For each compass point.
compass_dir = {
"N": (0, 1),
"E": (1, 0),
"S": (0, -1),
"W": (-1, 0),
}
plt.square()
fig, axes = plt.subplots(nrows=2, ncols=2)
for ax, compass, compass_name, in zip(
axes.flat, ["N", "S", "E", "W"], ["North", "South", "East", "West"]
):
# Collect data into fem.
x_mul, z_mul = compass_dir[compass]
for distance in np.arange(0, max_distance, step=delta_distance)[::skip]:
dist_point = Point(
x=point.x + (distance * x_mul),
y=point.y,
z=point.z + (distance * z_mul),
)
print(dist_point)
if (
dist_point.x < c.bridge.x_min
or dist_point.x > c.bridge.x_max
or dist_point.z < c.bridge.z_min
or dist_point.z > c.bridge.z_max
):
break
line_responses = []
for max_shell_len, sim_responses in responses.items():
deck_nodes = float(df.at[max_shell_len, "deck-nodes"])
pier_nodes = float(df.at[max_shell_len, "pier-nodes"])
line_responses.append(
(
deck_nodes + pier_nodes,
# max_shell_len,
scalar(sim_responses.at_deck(dist_point, interp=True)),
)
)
line_responses = np.array(sorted(line_responses, key=lambda t: t[0])).T
ax.plot(line_responses[0], line_responses[1], color=color(distance))
if distance > max_distance:
break
ax.grid(axis="y")
ax.set_title(
f"Strain at increasing distance\nin direction {compass_name} from\n{from_}"
)
ax.set_xlabel("Nodes in FEM")
ax.set_ylabel("Strain")
# ax.set_xlim(ax.get_xlim()[1], ax.get_xlim()[0])
plt.tight_layout()
clb = plt.colorbar(mappable, ax=axes.ravel())
clb.ax.set_title("Distance (m)")
def events(c: Config, x: float, z: float):
"""Plot events due to normal traffic."""
point = Point(x=x, y=0, z=z)
# 10 seconds of 'normal' traffic.
max_time = 10
traffic_scenario = normal_traffic(c=c, lam=5, min_d=2)
# Create the 'TrafficSequence' and 'TrafficArray'.
traffic_sequence = traffic_scenario.traffic_sequence(
bridge=c.bridge, max_time=max_time
)
traffic_array = to_traffic_array(
c=c, traffic_sequence=traffic_sequence, max_time=max_time
)
# Find when the simulation has warmed up, and when 'TrafficArray' begins.
warmed_up_at = traffic_sequence[0][0].time_left_bridge(c.bridge)
traffic_array_starts = (int(warmed_up_at / c.sensor_hz) + 1) * c.sensor_hz
print(f"warmed up at = {warmed_up_at}")
print(f"traffic_array_starts = {traffic_array_starts}")
traffic_array_ends = traffic_array_starts + (len(traffic_array) * c.sensor_hz)
print(f"traffic_array_ends = {traffic_array_ends}")
point_lane_ind = c.bridge.closest_lane(z)
vehicles = list(set(ts[0] for ts in traffic_sequence))
print(len(vehicles))
print(vehicles[0])
vehicles = sorted(
set(ts[0] for ts in traffic_sequence if ts[0].lane == point_lane_ind),
key=lambda v: -v.init_x_frac,
)
print(len(vehicles))
print(vehicles[0])
event_indices = []
vehicle_times = [v.time_at(x=x - 2, bridge=c.bridge) for v in vehicles]
for v, t in zip(vehicles, vehicle_times):
print(f"Vehicle {v.init_x_frac} {v.mps} at time {t}")
start_time = int(t / c.sensor_hz) * c.sensor_hz
print(f"start_time = {start_time}")
ta_start_time = np.around(start_time - traffic_array_starts, 8)
print(f"ta start time = {ta_start_time}")
ta_start_index = int(ta_start_time / c.sensor_hz)
print(f"ta start index = {ta_start_index}")
ta_end_index = ta_start_index + int(c.event_time_s / c.sensor_hz)
print(f"ta end index = {ta_end_index}")
if ta_start_index >= 0 and ta_end_index < len(traffic_array):
event_indices.append((ta_start_index, ta_end_index))
print(event_indices)
responses = (
responses_to_traffic_array(
c=c,
traffic_array=traffic_array,
response_type=ResponseType.YTranslation,
damage_scenario=healthy_scenario,
points=[point],
sim_runner=OSRunner(c),
)
* 1000
)
# fem = add_displa_noise(fem)
print(responses.shape)
plt.portrait()
for event_ind, (event_start, event_end) in enumerate(event_indices):
plt.subplot(len(event_indices), 1, event_ind + 1)
plt.plot(responses[event_start : event_end + 1])
plt.tight_layout()
plt.savefig(c.get_image_path("classify/events", "events.pdf"))
plt.close()
def point_load_response_plots(c: Config,
x: float,
z: float,
kn: int = 1000,
run: bool = False):
"""Response to a point load per scenarios scenario."""
response_types = [ResponseType.YTranslation, ResponseType.Strain]
# scenarios = all_scenarios(c)
damage_scenarios = [HealthyScenario(), transverse_crack()]
# 10 x 10 grid of points on the bridge deck where to record fem.
points = [
Point(x=x, y=0, z=z) for x, z in itertools.product(
np.linspace(c.bridge.x_min, c.bridge.x_max, 30),
np.linspace(c.bridge.z_min, c.bridge.z_max, 100),
)
]
for response_type in response_types:
all_responses = []
for damage_scenario in damage_scenarios:
sim_params = SimParams(
response_types=[response_type],
ploads=[
PointLoad(x_frac=c.bridge.x_frac(x),
z_frac=c.bridge.z_frac(z),
kn=kn)
],
)
use_c, sim_params = damage_scenario.use(c=c, sim_params=sim_params)
all_responses.append(
load_fem_responses(
c=use_c,
sim_params=sim_params,
response_type=response_type,
sim_runner=OSRunner(use_c),
run=run,
).resize())
amin, amax = np.inf, -np.inf
for sim_responses in all_responses:
responses = np.array(list(sim_responses.values()))
amin = min(amin, min(responses))
amax = max(amax, max(responses))
for d, damage_scenario in enumerate(damage_scenarios):
top_view_bridge(c.bridge, abutments=True, piers=True)
plot_contour_deck(
c=c,
responses=all_responses[d],
levels=100,
norm=colors.Normalize(vmin=amin, vmax=amax),
decimals=10,
)
plt.title(damage_scenario.name)
plt.tight_layout()
plt.savefig(
c.get_image_path(
"contour/point-load",
safe_str(
f"x-{x:.2f}-z-{z:.2f}-kn-{kn}-{response_type.name()}-{damage_scenario.name}"
) + ".pdf",
))
plt.close()
def make_shell_properties_top_view(
c: Config,
shells_name_: str,
prop_name_: str,
refined_: bool,
outline: bool,
lanes: bool,
):
"""Make plots of the shells in top view, coloured by material property."""
original_c = c
# For each scenarios scenario build the model and extract the shells.
for damage_scenario, damage_name in zip(healthy_and_cracked_scenarios,
[None, "cracked"]):
c, sim_params = damage_scenario.use(original_c)
for ctx, ctx_name, refined, in [
(
BuildContext(
add_loads=[Point(x=85, y=0, z=0)],
refinement_radii=[2, 1, 0.5],
),
"refined",
True,
),
(None, "unrefined", False),
]:
if refined != refined_:
continue
bridge_shells = get_bridge_shells(bridge=c.bridge, ctx=ctx)
deck_shells = flatten(bridge_shells[0], Shell)
pier_shells = flatten(bridge_shells[1], Shell)
all_shells = pier_shells + deck_shells
for shells_name, shells in [
("piers", pier_shells),
("deck", deck_shells),
]:
if shells_name != shells_name_:
continue
for prop_name, prop_units, prop_f in [
("Mesh", "", None),
("Thickness", "m", lambda s: np.around(s.thickness, 3)),
("Density", "kg/m", lambda s: np.around(s.density, 3)),
("Poisson's ratio", "m/m", lambda s: s.poissons),
("Young's modulus", "MPa",
lambda s: np.around(s.youngs, 1)),
]:
if prop_name_ not in prop_name.lower():
continue
for cmap in [parula_cmap, default_cmap]:
def top_view():
top_view_bridge(
bridge=c.bridge,
abutments=True,
piers=True,
lanes=lanes,
compass=prop_f is not None,
)
top_view()
shell_properties_top_view(
shells=shells,
prop_f=prop_f,
prop_units=prop_units,
cmap=cmap,
colorbar=prop_f is not None,
# label=prop_f is not None,
outline=outline,
)
top_view()
damage_str = "" if damage_name is None else f" ({damage_name})"
plt.title(
f"{prop_name} of bridge 705's {shells_name}{damage_str}"
)
plt.savefig(
c.get_image_path(
f"geometry/{shells_name}-shells-{ctx_name}-top-view",
safe_str(
f"{prop_name}-{cmap.name}-outline-{outline}-lanes-{lanes}"
) + ".pdf",
))
plt.close()
if prop_f is None:
break
def experiment_noise(c: Config):
"""Plot displacement and strain noise from dynamic test 1"""
################
# Displacement #
################
plt.portrait()
# Find points of each sensor.
displa_labels = ["U13", "U26", "U29"]
displa_points = []
for displa_label in displa_labels:
sensor_x, sensor_z = _displa_sensor_xz(displa_label)
displa_points.append(Point(x=sensor_x, y=0, z=sensor_z))
# For each sensor plot and estimate noise.
side = 700
for s_i, displa_label in enumerate(displa_labels):
# First plot the signal, and smoothed signal.
plt.subplot(len(displa_points), 2, (s_i * 2) + 1)
with open(f"validation/experiment/D1a-{displa_label}.txt") as f:
data = list(map(float, f.readlines()))
# Find the center of the plot, minimum point in first 15000 points.
data_center = 0
for i in range(15000):
if data[i] < data[data_center]:
data_center = i
data = data[data_center - side:data_center + side]
smooth = savgol_filter(data, 31, 3)
plt.plot(data, linewidth=1)
plt.plot(smooth, linewidth=1)
plt.ylim(-0.8, 0.3)
plt.title(f"{displa_label} in dynamic test")
# Then plot subtraction of smoothed from noisey.
plt.subplot(len(displa_points), 2, (s_i * 2) + 2)
noise = data - smooth
plt.plot(noise, label=f"σ = {np.around(np.std(noise), 4)}")
plt.legend()
plt.title(f"Noise from {displa_label}")
plt.tight_layout()
plt.savefig(c.get_image_path("params", "noise-displa.pdf"))
plt.close()
##########
# Strain #
##########
plt.portrait()
# Find points of each sensor.
strain_labels = ["T1", "T10", "T11"]
strain_points = []
for strain_label in strain_labels:
sensor_x, sensor_z = _strain_sensor_xz(strain_label)
strain_points.append(Point(x=sensor_x, y=0, z=sensor_z))
# For each sensor plot and estimate noise.
side = 700
xmin, xmax = np.inf, -np.inf
for s_i, strain_label in enumerate(strain_labels):
# First plot the signal, and smoothed signal.
plt.subplot(len(strain_points), 2, (s_i * 2) + 1)
with open(f"validation/experiment/D1a-{strain_label}.txt") as f:
data = list(map(float, f.readlines()))
# Find the center of the plot, minimum point in first 15000 points.
data_center = 0
for i in range(15000):
if data[i] < data[data_center]:
data_center = i
data = data[data_center - side:data_center + side]
smooth = savgol_filter(data, 31, 3)
plt.plot(data, linewidth=1)
plt.plot(smooth, linewidth=1)
plt.title(f"{strain_label} in dynamic test")
# Then plot subtraction of smoothed from noisey.
plt.subplot(len(strain_points), 2, (s_i * 2) + 2)
noise = data - smooth
plt.plot(noise, label=f"σ = {np.around(np.std(noise), 4)}")
plt.legend()
plt.title(f"Noise from {strain_label}")
plt.tight_layout()
plt.savefig(c.get_image_path("params", "noise-strain.pdf"))
plt.close()
def number_of_uls_plot(c: Config):
"""Plot error as a function of number of unit load simulations."""
if not c.shorten_paths:
raise ValueError("This plot requires --shorten-paths true")
response_type = ResponseType.YTranslation
num_ulss = np.arange(100, 2000, 10)
chosen_uls = 600
point = Point(x=c.bridge.x_max - (c.bridge.length / 2), y=0, z=-8.4)
wagen1_time = truck1.time_at(x=point.x, bridge=c.bridge)
print_i(f"Wagen 1 time at x = {point.x:.3f} is t = {wagen1_time:.3f}")
# Determine the reference value.
truck_loads = flatten(
truck1.to_point_load_pw(time=wagen1_time, bridge=c.bridge), PointLoad)
print_i(f"Truck loads = {truck_loads}")
sim_responses = load_fem_responses(
c=c,
response_type=response_type,
sim_runner=OSRunner(c),
sim_params=SimParams(ploads=truck_loads,
response_types=[response_type]),
)
ref_value = sim_responses.at_deck(point, interp=True) * 1000
print_i(f"Reference value = {ref_value}")
# Collect the data.
total_load = []
num_loads = []
responses = []
for num_uls in num_ulss:
c.il_num_loads = num_uls
# Nested in here because it depends on the setting of 'il_num_loads'.
truck_loads = flatten(
truck1.to_wheel_track_loads(c=c, time=wagen1_time), PointLoad)
num_loads.append(len(truck_loads))
total_load.append(sum(map(lambda l: l.kn, truck_loads)))
sim_responses = load_fem_responses(
c=c,
response_type=response_type,
sim_runner=OSRunner(c),
sim_params=SimParams(ploads=truck_loads,
response_types=[response_type]),
)
responses.append(sim_responses.at_deck(point, interp=True) * 1000)
# Plot the raw fem, then error on the second axis.
plt.landscape()
# plt.plot(num_ulss, fem)
# plt.ylabel(f"{response_type.name().lower()} (mm)")
plt.xlabel("ULS")
error = np.abs(np.array(responses) - ref_value).flatten() * 100
# ax2 = plt.twinx()
plt.plot(num_ulss, error)
plt.ylabel("Error (%)")
plt.title(
f"Error in {response_type.name()} to Truck 1 as a function of ULS")
# Plot the chosen number of ULS.
chosen_error = np.interp([chosen_uls], num_ulss, error)[0]
plt.axhline(
chosen_error,
label=f"At {chosen_uls} ULS, error = {np.around(chosen_error, 2)} %",
color="black",
)
plt.axhline(0,
color="red",
label="Response from direct simulation (no wheel tracks)")
plt.legend()
plt.tight_layout()
plt.savefig(c.get_image_path("paramselection", "uls.pdf"))
plt.close()
# Additional verification plots.
plt.plot(num_ulss, total_load)
plt.savefig(c.get_image_path("paramselection",
"uls-verify-total-load.pdf"))
plt.close()
plt.plot(num_ulss, num_loads)
plt.savefig(c.get_image_path("paramselection", "uls-verify-num-loads.pdf"))
plt.close()
def pairwise_sensors(c: Config, dist_measure=ks_no_outliers):
"""Compare distribution of pairs of sensors under HealthyScenario."""
normal_traffic_array, traffic_scenario = load_normal_traffic_array(c)
response_type = ResponseType.YTranslation
points = [
Point(x=x, y=0, z=z)
for x, z in itertools.product(
np.linspace(c.bridge.x_min, c.bridge.x_max, 50),
np.linspace(c.bridge.z_min, c.bridge.z_max, 4),
)
]
bridge_scenario = HealthyScenario()
responses = responses_to_traffic_array(
c=c,
traffic_array=normal_traffic_array,
response_type=response_type,
bridge_scenario=bridge_scenario,
points=points,
sim_runner=OSRunner,
).T
assert len(responses) == len(points)
ks_values_healthy = []
for p0, point0 in enumerate(points):
print_i(f"Point {p0 + 1} / {len(points)}")
ks_values_healthy.append([])
for p1, point1 in enumerate(points):
ks = dist_measure(responses[p0], responses[p1])
ks_values_healthy[-1].append(ks)
plt.landscape()
plt.imshow(ks_values_healthy)
plt.savefig(c.get_image_path("joint-clustering", "healthy-bridge"))
plt.close()
bridge_scenario = each_pier_scenarios(c)[0]
responses = responses_to_traffic_array(
c=c,
traffic_array=normal_traffic_array,
response_type=response_type,
bridge_scenario=bridge_scenario,
points=points,
sim_runner=OSRunner,
).T
assert len(responses) == len(points)
ks_values_damage = []
for p0, point0 in enumerate(points):
print_i(f"Point {p0 + 1} / {len(points)}")
ks_values_damage.append([])
for p1, point1 in enumerate(points):
ks = dist_measure(responses[p0], responses[p1])
ks_values_damage[-1].append(ks)
plt.imshow(ks_values_damage)
plt.savefig(c.get_image_path("joint-clustering", "scenarios-bridge"))
plt.close()
ks_values_comp = []
for p0, point0 in enumerate(points):
ks_values_comp.append([])
for p1, point1 in enumerate(points):
comp = abs(ks_values_healthy[p0][p1] - ks_values_damage[p0][p1])
ks_values_comp[-1].append(comp)
plt.landscape()
plt.imshow(ks_values_comp)
plt.savefig(c.get_image_path("joint-clustering", "scenarios-bridge-comp"))
plt.close()
responses = Responses.from_responses(
response_type=response_type,
responses=[(sum(ks_values_comp[p]), point) for p, point in enumerate(points)],
)
top_view_bridge(c.bridge, abutments=True, piers=True)
plot_contour_deck(c=c, responses=responses)
plt.savefig(c.get_image_path("joint-clustering", "scenarios-bridge-comp-contour"))
plt.close()
def time_series_plot(c: Config, n: float):
"""Plot 24min time series of cracking, for multiple cracked bridges.
For each bridge (hard-coded), a time series of strain fem is plotted.
For each bridge it is initially in healthy condition, and the crack occurs
halfway through.
Args:
n: float, meters in front of the crack zone where to place sensor.
"""
# First construct one day (24 minutes) of traffic.
total_mins = 24
total_seconds = total_mins * 60
traffic_scenario = normal_traffic(c=c, lam=5, min_d=2)
traffic_sequence, traffic, traffic_array = load_traffic(
c=c,
traffic_scenario=traffic_scenario,
max_time=total_seconds,
)
traffic_array.shape
# Temperatures for one day.
temps_day = temperature.from_to_mins(
temperature.load("holly-springs"),
datetime.fromisoformat(f"2019-07-03T00:00"),
datetime.fromisoformat(f"2019-07-03T23:59"),
)
print(f"len temps = {len(temps_day['solar'])}")
print(f"len temps = {len(temps_day['temp'])}")
# Then generate some cracking time series.
damages = [
HealthyDamage(),
transverse_crack(),
transverse_crack(length=14.0, at_x=48.0),
]
sensors = [
Point(x=52, z=-8.4), # Sensor in middle of lane.
Point(x=damages[1].crack_area(c.bridge)[0] - n,
z=-8.4), # Sensor in front of crack zone.
Point(x=damages[2].crack_area(c.bridge)[0] - n,
z=-8.4), # Sensor in front of crack zone.
]
[print(f"Sensor {i} = {sensors[i]}") for i in range(len(sensors))]
time_series = [
crack_time_series(
c=c,
traffic_array=traffic_array,
traffic_array_mins=total_mins,
sensor=sensor,
crack_frac=0.5,
damage=damage,
temps=temps_day["temp"],
solar=temps_day["solar"],
) for damage, sensor in zip(damages, sensors)
]
plt.portrait()
for i, (y_trans, strain) in enumerate(time_series):
x = np.arange(len(strain)) * c.sensor_hz / 60
x_m = sensors[i].x
damage_str = "Healthy Bridge"
if i == 1:
damage_str = "0.5 m crack zone"
if i == 2:
damage_str = "14 m crack zone"
plt.subplot(len(time_series), 2, i * 2 + 1)
plt.plot(x, y_trans * 1000, color="tab:blue")
if i < len(time_series) - 1:
plt.tick_params(axis="x", bottom=False, labelbottom=False)
else:
plt.xlabel("Hours")
plt.title(f"At x = {x_m} m\n{damage_str}")
plt.ylabel("Y trans. (mm)")
plt.subplot(len(time_series), 2, i * 2 + 2)
plt.plot(x, strain * 1e6, color="tab:orange")
if i < len(time_series) - 1:
plt.tick_params(axis="x", bottom=False, labelbottom=False)
else:
plt.xlabel("Hours")
plt.title(f"At x = {x_m} m,\n{damage_str}")
plt.ylabel("Microstrain XXB")
plt.tight_layout()
plt.savefig(c.get_image_path("crack", "time-series-q5.pdf"))
plt.close()
def plot_mmm_strain_convergence(
c: Config,
pier: int,
df: pd.DataFrame,
all_strains: Dict[float, Responses],
title: str,
without: Optional[Callable[[Point], bool]] = None,
append: Optional[str] = None,
):
"""Plot convergence of given fem as model size grows."""
# A grid of points 1m apart, over which to calculate fem.
grid = [
Point(x=x, y=0, z=z)
for x, z in itertools.product(
np.linspace(c.bridge.x_min, c.bridge.x_max, int(c.bridge.length)),
np.linspace(c.bridge.z_min, c.bridge.z_max, int(c.bridge.width)),
)
]
# If requested, remove some values from the fem.
if without is not None:
grid = [point for point in grid if not without(point)]
for msl, strains in all_strains.items():
print(f"Removing points from strains with max_shell_len = {msl}")
all_strains[msl] = strains.without(without)
# Collect fem over all fem, and over the grid. Iterate by
# decreasing max_shell_len.
mins, maxes, means = [], [], []
gmins, gmaxes, gmeans = [], [], []
max_shell_lens = []
for msl, strains in sorted(all_strains.items(), key=lambda kv: -kv[0]):
max_shell_lens.append(msl)
print_i(f"Gathering strains with max_shell_len = {msl}", end="\r")
grid_strains = np.array([strains.at_deck(point, interp=True) for point in grid])
gmins.append(scalar(np.min(grid_strains)))
gmaxes.append(scalar(np.max(grid_strains)))
gmeans.append(scalar(np.mean(grid_strains)))
strains = np.array(list(strains.values()))
mins.append(scalar(np.min(strains)))
maxes.append(scalar(np.max(strains)))
means.append(scalar(np.mean(strains)))
print()
# Normalize and plot the mins, maxes, and means.
def normalize(ys):
print(ys)
return ys / np.mean(ys[-5:])
mins, maxes, means = normalize(mins), normalize(maxes), normalize(means)
gmins, gmaxes, gmeans = normalize(gmins), normalize(gmaxes), normalize(gmeans)
deck_nodes = [df.at[msl, "deck-nodes"] for msl in max_shell_lens]
pier_nodes = [df.at[msl, "pier-nodes"] for msl in max_shell_lens]
num_nodes = np.array(deck_nodes) + np.array(pier_nodes)
print(f"MSLs = {max_shell_lens}")
print(f"num_nodes = {num_nodes}")
# Plot all lines, for debugging.
plt.landscape()
plt.plot(num_nodes, mins, label="mins")
plt.plot(num_nodes, maxes, label="maxes")
plt.plot(num_nodes, means, label="means")
plt.plot(num_nodes, gmins, label="gmins")
plt.plot(num_nodes, gmaxes, label="gmaxes")
plt.plot(num_nodes, gmeans, label="gmeans")
plt.grid(axis="y")
plt.xlabel("Nodes in FEM")
plt.ylabel("Strain")
plt.title(title)
plt.tight_layout()
plt.legend()
plt.savefig(
c.get_image_path("convergence-pier-strain", f"mmm-{append}-all.pdf", acc=False)
)
plt.close()
# Only plot some lines, for the thesis.
plt.landscape()
plt.plot(num_nodes, gmins, label="Minimum")
plt.plot(num_nodes, gmaxes, label="Maximum")
plt.plot(num_nodes, gmeans, label="Mean")
plt.grid(axis="y")
plt.title(title)
plt.xlabel("Nodes in FEM")
plt.ylabel("Strain")
plt.legend()
plt.tight_layout()
plt.savefig(
c.get_image_path("convergence-pier-strain", f"mmm-{append}.pdf", acc=False)
)
plt.close()
