Files
create/src/Mod/Ship/shipHydrostatics/PlotAux.py
2018-12-08 11:27:22 -03:00

349 lines
14 KiB
Python

#***************************************************************************
#* *
#* Copyright (c) 2011, 2016 *
#* Jose Luis Cercos Pita <jlcercos@gmail.com> *
#* *
#* This program is free software; you can redistribute it and/or modify *
#* it under the terms of the GNU Lesser General Public License (LGPL) *
#* as published by the Free Software Foundation; either version 2 of *
#* the License, or (at your option) any later version. *
#* for detail see the LICENCE text file. *
#* *
#* This program is distributed in the hope that it will be useful, *
#* but WITHOUT ANY WARRANTY; without even the implied warranty of *
#* MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the *
#* GNU Library General Public License for more details. *
#* *
#* You should have received a copy of the GNU Library General Public *
#* License along with this program; if not, write to the Free Software *
#* Foundation, Inc., 59 Temple Place, Suite 330, Boston, MA 02111-1307 *
#* USA *
#* *
#***************************************************************************
import os
import math
from PySide import QtGui, QtCore
import FreeCAD
import FreeCADGui
import Spreadsheet
from shipUtils import Paths
class Plot(object):
def __init__(self, ship, trim, points):
""" Constructor. performs plot and show it (Using pyxplot).
@param ship Selected ship instance
@param trim Trim in degrees.
@param points List of computed hydrostatics.
"""
self.points = points[:]
# Try to plot
self.plotVolume()
self.plotStability()
self.plotCoeffs()
# Save data
if self.spreadSheet(ship, trim):
return
def plotVolume(self):
""" Perform volumetric hydrostatics.
@return True if error happens.
"""
try:
import Plot
plt = Plot.figure('Volume')
except ImportError:
msg = QtGui.QApplication.translate(
"ship_console",
"Plot module is disabled, so I cannot perform the plot",
None)
FreeCAD.Console.PrintWarning(msg + '\n')
return True
# Generate the set of axes
Plot.grid(True)
for i in range(0, 3):
ax = Plot.addNewAxes()
# Y axis can be placed at right
ax.yaxis.tick_right()
ax.spines['right'].set_color((0.0, 0.0, 0.0))
ax.spines['left'].set_color('none')
ax.yaxis.set_ticks_position('right')
ax.yaxis.set_label_position('right')
# And X axis can be placed at bottom
for loc, spine in ax.spines.items():
if loc in ['bottom', 'top']:
spine.set_position(('outward', (i + 1) * 35))
Plot.grid(True)
disp = []
draft = []
warea = []
t1cm = []
xcb = []
for i in range(len(self.points)):
disp.append(self.points[i].disp.getValueAs("kg").Value / 1000.0)
draft.append(self.points[i].draft.getValueAs("m").Value)
warea.append(self.points[i].wet.getValueAs("m^2").Value)
t1cm.append(self.points[i].mom.getValueAs("kg*m").Value / 1000.0)
xcb.append(self.points[i].xcb.getValueAs("m").Value)
axes = Plot.axesList()
for ax in axes:
ax.set_position([0.1, 0.2, 0.8, 0.75])
plt.axes = axes[0]
serie = Plot.plot(draft, disp, r'$T$')
serie.line.set_linestyle('-')
serie.line.set_linewidth(2.0)
serie.line.set_color((0.0, 0.0, 0.0))
Plot.xlabel(r'$T \; \left[ \mathrm{m} \right]$')
Plot.ylabel(r'$\bigtriangleup \; \left[ \mathrm{tons} \right]$')
plt.axes.xaxis.label.set_fontsize(15)
plt.axes.yaxis.label.set_fontsize(15)
plt.axes = axes[1]
serie = Plot.plot(warea, disp, r'Wetted area')
serie.line.set_linestyle('-')
serie.line.set_linewidth(2.0)
serie.line.set_color((1.0, 0.0, 0.0))
Plot.xlabel(r'$Wetted \; area \; \left[ \mathrm{m}^2 \right]$')
Plot.ylabel(r'$\bigtriangleup \; \left[ \mathrm{tons} \right]$')
plt.axes.xaxis.label.set_fontsize(15)
plt.axes.yaxis.label.set_fontsize(15)
plt.axes = axes[2]
serie = Plot.plot(t1cm, disp, r'Moment to trim 1cm')
serie.line.set_linestyle('-')
serie.line.set_linewidth(2.0)
serie.line.set_color((0.0, 0.0, 1.0))
Plot.xlabel(r'$Moment \; to \; trim \; 1 \mathrm{cm} \; \left['
r' \mathrm{tons} \; \times \; \mathrm{m} \right]$')
plt.axes.xaxis.label.set_fontsize(15)
plt.axes.yaxis.label.set_fontsize(15)
plt.axes = axes[3]
serie = Plot.plot(xcb, disp, r'$XCB$')
serie.line.set_linestyle('-')
serie.line.set_linewidth(2.0)
serie.line.set_color((0.2, 0.8, 0.2))
Plot.xlabel(r'$XCB \; \left[ \mathrm{m} \right]$')
plt.axes.xaxis.label.set_fontsize(15)
plt.axes.yaxis.label.set_fontsize(15)
Plot.legend(True)
plt.update()
return False
def plotStability(self):
""" Perform stability hydrostatics.
@return True if error happens.
"""
try:
import Plot
plt = Plot.figure('Stability')
except ImportError:
return True
# Generate the sets of axes
Plot.grid(True)
for i in range(0, 3):
ax = Plot.addNewAxes()
# Y axis can be placed at right
ax.yaxis.tick_right()
ax.spines['right'].set_color((0.0, 0.0, 0.0))
ax.spines['left'].set_color('none')
ax.yaxis.set_ticks_position('right')
ax.yaxis.set_label_position('right')
# And X axis can be placed at bottom
for loc, spine in ax.spines.items():
if loc in ['bottom', 'top']:
spine.set_position(('outward', (i + 1) * 35))
Plot.grid(True)
disp = []
draft = []
farea = []
kbt = []
bmt = []
for i in range(len(self.points)):
disp.append(self.points[i].disp.getValueAs("kg").Value / 1000.0)
draft.append(self.points[i].draft.getValueAs("m").Value)
farea.append(self.points[i].farea.getValueAs("m^2").Value)
kbt.append(self.points[i].KBt.getValueAs("m").Value)
bmt.append(self.points[i].BMt.getValueAs("m").Value)
axes = Plot.axesList()
for ax in axes:
ax.set_position([0.1, 0.2, 0.8, 0.75])
plt.axes = axes[0]
serie = Plot.plot(draft, disp, r'$T$')
serie.line.set_linestyle('-')
serie.line.set_linewidth(2.0)
serie.line.set_color((0.0, 0.0, 0.0))
Plot.xlabel(r'$T \; \left[ \mathrm{m} \right]$')
Plot.ylabel(r'$\bigtriangleup \; \left[ \mathrm{tons} \right]$')
plt.axes.xaxis.label.set_fontsize(15)
plt.axes.yaxis.label.set_fontsize(15)
plt.axes = axes[1]
serie = Plot.plot(farea, disp, r'Floating area')
serie.line.set_linestyle('-')
serie.line.set_linewidth(2.0)
serie.line.set_color((1.0, 0.0, 0.0))
Plot.xlabel(r'$Floating \; area \; \left[ \mathrm{m}^2 \right]$')
Plot.ylabel(r'$\bigtriangleup \; \left[ \mathrm{tons} \right]$')
plt.axes.xaxis.label.set_fontsize(15)
plt.axes.yaxis.label.set_fontsize(15)
plt.axes = axes[2]
serie = Plot.plot(kbt, disp, r'$KB_T$')
serie.line.set_linestyle('-')
serie.line.set_linewidth(2.0)
serie.line.set_color((0.0, 0.0, 1.0))
Plot.xlabel(r'$KB_T \; \left[ \mathrm{m} \right]$')
plt.axes.xaxis.label.set_fontsize(15)
plt.axes.yaxis.label.set_fontsize(15)
plt.axes = axes[3]
serie = Plot.plot(bmt, disp, r'$BM_T$')
serie.line.set_linestyle('-')
serie.line.set_linewidth(2.0)
serie.line.set_color((0.2, 0.8, 0.2))
Plot.xlabel(r'$BM_T \; \left[ \mathrm{m} \right]$')
plt.axes.xaxis.label.set_fontsize(15)
plt.axes.yaxis.label.set_fontsize(15)
Plot.legend(True)
plt.update()
return False
def plotCoeffs(self):
""" Perform stability hydrostatics.
@return True if error happens.
"""
# Create plot
try:
import Plot
plt = Plot.figure('Coefficients')
except ImportError:
return True
# Generate the set of axes
Plot.grid(True)
for i in range(0, 3):
ax = Plot.addNewAxes()
# Y axis can be placed at right
ax.yaxis.tick_right()
ax.spines['right'].set_color((0.0, 0.0, 0.0))
ax.spines['left'].set_color('none')
ax.yaxis.set_ticks_position('right')
ax.yaxis.set_label_position('right')
# And X axis can be placed at bottom
for loc, spine in ax.spines.items():
if loc in ['bottom', 'top']:
spine.set_position(('outward', (i + 1) * 35))
Plot.grid(True)
disp = []
draft = []
cb = []
cf = []
cm = []
for i in range(len(self.points)):
disp.append(self.points[i].disp.getValueAs("kg").Value / 1000.0)
draft.append(self.points[i].draft.getValueAs("m").Value)
cb.append(self.points[i].Cb)
cf.append(self.points[i].Cf)
cm.append(self.points[i].Cm)
axes = Plot.axesList()
for ax in axes:
ax.set_position([0.1, 0.2, 0.8, 0.75])
plt.axes = axes[0]
serie = Plot.plot(draft, disp, r'$T$')
serie.line.set_linestyle('-')
serie.line.set_linewidth(2.0)
serie.line.set_color((0.0, 0.0, 0.0))
Plot.xlabel(r'$T \; \left[ \mathrm{m} \right]$')
Plot.ylabel(r'$\bigtriangleup \; \left[ \mathrm{tons} \right]$')
plt.axes.xaxis.label.set_fontsize(15)
plt.axes.yaxis.label.set_fontsize(15)
plt.axes = axes[1]
serie = Plot.plot(cb, disp, r'$Cb$')
serie.line.set_linestyle('-')
serie.line.set_linewidth(2.0)
serie.line.set_color((1.0, 0.0, 0.0))
Plot.xlabel(r'$Cb$ (Block coefficient)')
Plot.ylabel(r'$\bigtriangleup \; \left[ \mathrm{tons} \right]$')
plt.axes.xaxis.label.set_fontsize(15)
plt.axes.yaxis.label.set_fontsize(15)
plt.axes = axes[2]
serie = Plot.plot(cf, disp, r'$Cf$')
serie.line.set_linestyle('-')
serie.line.set_linewidth(2.0)
serie.line.set_color((0.0, 0.0, 1.0))
Plot.xlabel(r'$Cf$ (floating area coefficient)')
plt.axes.xaxis.label.set_fontsize(15)
plt.axes.yaxis.label.set_fontsize(15)
plt.axes = axes[3]
serie = Plot.plot(cm, disp, r'$Cm$')
serie.line.set_linestyle('-')
serie.line.set_linewidth(2.0)
serie.line.set_color((0.2, 0.8, 0.2))
Plot.xlabel(r'$Cm$ (Main section coefficient)')
plt.axes.xaxis.label.set_fontsize(15)
plt.axes.yaxis.label.set_fontsize(15)
Plot.legend(True)
plt.update()
return False
def spreadSheet(self, ship, trim):
""" Write data file.
@param ship Selected ship instance
@param trim Trim in degrees.
@return True if error happens.
"""
s = FreeCAD.activeDocument().addObject('Spreadsheet::Sheet',
'Hydrostatics')
# Print the header
s.set("A1", "displacement [ton]")
s.set("B1", "draft [m]")
s.set("C1", "wetted surface [m^2]")
s.set("D1", "1cm trimming ship moment [ton*m]")
s.set("E1", "Floating area [m^2]")
s.set("F1", "KBl [m]")
s.set("G1", "KBt [m]")
s.set("H1", "BMt [m]")
s.set("I1", "Cb")
s.set("J1", "Cf")
s.set("K1", "Cm")
# Print the data
for i in range(len(self.points)):
point = self.points[i]
s.set("A{}".format(i + 2),
str(point.disp.getValueAs("kg").Value / 1000.0))
s.set("B{}".format(i + 2),
str(point.draft.getValueAs("m").Value))
s.set("C{}".format(i + 2),
str(point.wet.getValueAs("m^2").Value))
s.set("D{}".format(i + 2),
str(point.mom.getValueAs("kg*m").Value / 1000.0))
s.set("E{}".format(i + 2),
str(point.farea.getValueAs("m^2").Value))
s.set("F{}".format(i + 2),
str(point.xcb.getValueAs("m").Value))
s.set("G{}".format(i + 2),
str(point.KBt.getValueAs("m").Value))
s.set("H{}".format(i + 2),
str(point.BMt.getValueAs("m").Value))
s.set("I{}".format(i + 2),
str(point.Cb))
s.set("J{}".format(i + 2),
str(point.Cf))
s.set("K{}".format(i + 2),
str(point.Cm))
# Recompute
FreeCAD.activeDocument().recompute()