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October 21, 2022 03:22
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Code used to analyze flexure (flexure.py) and Impact (impact.py) from experimental data.
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import pandas as pd | |
import matplotlib.pyplot as plt | |
import re | |
def camel_case_split(str): | |
return re.sub(r'((?<=[a-z])[A-Z]|(?<!\A)[A-Z](?=[a-z]))', r' \1', str) | |
f = [ | |
['2in_3PtLoading.csv', '3pt', 'D2344', 25.4, 3.17], | |
['5in_3PtLoading.csv', '3pt', 'D7264', 25.4, 3.17], | |
['5in_4PtLoading.csv', '4pt', 'D7264', 1, 1] | |
] | |
i = 0 | |
for n in f: | |
width = n[3] | |
thick = n[4] | |
dataset = pd.read_csv('./fimp/' + n[0]) | |
pin_loads = dataset[' "Load (N)"'].abs() | |
max_load = pin_loads.max() | |
max_load_index = pin_loads[pin_loads == max_load].index[0] | |
if n[2] == 'D2344': # sort beam | |
strength = (3 * max_load) / 4*width*thick | |
print(f'Strength({n[2]}): {strength} GPa') | |
else: | |
print(f'Modulus of Rupture ({n[2]}: {max_load} N') | |
delta = 0 | |
if i == 2: | |
delta = 70 | |
if i == 0: | |
dataset = dataset.iloc[130:, :] | |
delta = 180 | |
dataset = dataset.head(max_load_index - delta) | |
time = dataset['Time'] | |
pin_loads = dataset[' "Load (N)"'].abs() | |
pin_position = dataset[' "Position (mm)"'].abs() | |
# plt.plot(pin_position, pin_loads, 'r-') | |
# | |
# plt.xlabel('Displacement (mm)') | |
# plt.ylabel('Load (N)') | |
# plt.title(camel_case_split(n[0].replace('_', ' ')).strip('.csv')) | |
# plt.show() | |
i += 1 | |
This file contains bidirectional Unicode text that may be interpreted or compiled differently than what appears below. To review, open the file in an editor that reveals hidden Unicode characters.
Learn more about bidirectional Unicode characters
import pandas as pd | |
import matplotlib.pyplot as plt | |
import re | |
def camel_case_split(str): | |
return re.sub(r'((?<=[a-z])[A-Z]|(?<!\A)[A-Z](?=[a-z]))', r' \1', str) | |
f = [ | |
['Sp1_PVC_Impact.csv', 'pvc', 'D2344', 25.4, 3.17], | |
['Sp2_Carbon Fiber_Impact.csv', 'cf', 'D7264', 25.4, 3.17] | |
] | |
i = 0 | |
for n in f: | |
width = n[3] | |
thick = n[4] | |
dataset = pd.read_csv('./fimp/' + n[0]) | |
loads = dataset['Load (lb)'] | |
max_load = loads.max() | |
max_load_index = loads[loads == max_load].index[0] | |
delta = 0 | |
l = 2000 | |
# if i == 2: | |
# delta = 70 | |
if i == 0: | |
l = 1530 | |
print(max_load_index) | |
dataset = dataset.head(l - delta) | |
time = dataset['Time (ms)'] | |
loads = dataset['Load (lb)'] | |
energy = dataset['Velocity (ft/sec)'] | |
fig, ax1 = plt.subplots() | |
ax2 = ax1.twinx() | |
ax1.plot(time, energy, 'g-') | |
ax2.plot(time, loads, 'b-') | |
ax1.set_ylabel('energy (lb-ft)', color='g') | |
ax1.set_xlabel('time (ms)') | |
ax2.set_ylabel('force (lb)', color='b') | |
ax1.title.set_text(camel_case_split(n[0].replace('_', ' ')).strip('.csv')) | |
plt.show() | |
# energy vs time | |
i += 1 |
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