"""
# Example 103
# -----------
# - 2 Trusses with 1 DOF ("Zweibock" with geometric imperfection)
# - material: linear elastic
# import TrussPy (absolute path to local copy if trusspy not installed)
try:
import trusspy as tp
except ImportError:
import sys
sys.path.append(r'../../')
import trusspy as tp
M = tp.Model('e103_input.xlsx')
M.Settings.dlpf = 0.005
M.Settings.du = 0.05
M.Settings.incs = 250
M.Settings.stepcontrol = True
M.Settings.maxfac = 1
M.Settings.ftol = 8
M.Settings.xtol = 8
M.Settings.nfev = 8
M.Settings.dxtol = 1.25
"""
# Example NTA (A)
# ---------------
# - 3D truss system
# - material: linear elastic
# import TrussPy (absolute path to local copy if trusspy not installed)
try:
import trusspy as tp
except ImportError:
import sys
sys.path.append(r'../../')
import trusspy as tp
M = tp.Model('eNTA_X_input.xlsx', logfile=True)
M.Settings.dlpf = 0.005
M.Settings.du = 0.05
M.Settings.incs = 180
M.Settings.stepcontrol = True
M.Settings.maxfac = 1
M.Settings.ftol = 8
M.Settings.xtol = 8
M.Settings.nfev = 8
M.Settings.dxtol = 1.25
"""
# Example 201
# -----------
# - 1 Truss with 1 DOF
# - material: linear elastic - plastic (isotropic hardening)
# import TrussPy (absolute path to local copy if trusspy not installed)
try:
import trusspy as tp
except ImportError:
import sys
sys.path.append(r'../../')
import trusspy as tp
M = tp.Model('e201_input.xlsx')
M.Settings.nstatev = 2
# Create Model, Run, show Results
M.build()
M.run()
# model plot: undeformed and deformed configuration for last increment
fig, ax = M.plot_model(config=['undeformed', 'deformed'],
view='xz',
contour='force',
lim_scale=2,
force_scale=0.2,
inc=-1)
fig.savefig('model_contour-force_inc-last.pdf')
# -----------
# - 1 Truss with 1 DOF
# - material: linear elastic
# import TrussPy (absolute path to local copy if trusspy not installed)
import numpy as np
try:
import trusspy as tp
except ImportError:
import sys
sys.path.append(r'../../')
import trusspy as tp
nnodes = 2
M = tp.Model()
M.Settings.du = 0.1
M.Settings.dlpf = 0.05
M.Settings.incs = (20, 20, 20, 20)
M.Settings.xlimit = (1, 1)
M.Settings.nsteps = 4
M.Settings.stepcontrol = False
NN = []
for i in range(1, nnodes + 1):
N = tp.Node(i, (0, 0, -(i - 1) / (nnodes - 1)))
NN.append(N)
EE = []
for i in range(1, nnodes):
# Example 302
# -----------
# - 2 Trusses with 1 DOF
# - material: linear elastic - plastic (isotropic hardening)
# - 2 steps with restart after fixed amount of increments
# import TrussPy (absolute path to local copy if trusspy not installed)
try:
import trusspy as tp
except ImportError:
import sys
sys.path.append(r'../../')
import trusspy as tp
M = tp.Model('e302_input.xlsx')
M.Settings.dlpf = 0.05
M.Settings.du = 0.05
M.Settings.incs = (170, 10)
M.Settings.xlimit = ((0, 1), (0, 1))
M.Settings.stepcontrol = True
M.Settings.maxfac = 1
M.Settings.ftol = 8
M.Settings.xtol = 8
M.Settings.nfev = 8
M.Settings.dxtol = 1.25
# -*- coding: utf-8 -*-
"""
Created on Tue Jun 26 17:29:06 2018
@author: adutz
"""
# Example 102
# -----------
# - 2 Trusses with 1 DOF
# - material: linear elastic
# import TrussPy
import trusspy as tp
M1 = tp.Model(logfile=False)
with M1.Nodes as MN:
MN.add_node(1, coord=(0, 0, 0))
MN.add_node(2, coord=(1, 0, 3))
MN.add_node(3, coord=(2, 0, 0))
with M1.Elements as ME:
ME.add_element(1, conn=(1, 2), gprop=[1])
ME.add_element(2, conn=(2, 3), gprop=[1])
E = 1 # elastic modulus
ME.assign_material('all', [E])
with M1.Boundaries as MB:
MB.add_bound_U(1, (0, 0, 0))
# -*- coding: utf-8 -*-
"""
Created on Tue Jun 26 17:29:06 2018
@author: adutz
"""
# Example NTA (A)
# ---------------
# - 3D truss system
# - material: linear elastic
# import TrussPy
import trusspy as tp
M = tp.Model(logfile=False)
with M.Nodes as MN:
MN.add_node( 1, coord=( 2.5 , 0 , 0 ))
MN.add_node( 2, coord=(-1.25, 1.25, 0 ))
MN.add_node( 3, coord=( 1 , 2 , 0 ))
MN.add_node( 4, coord=(-0.5 , 1.5 , 1.5))
MN.add_node( 5, coord=(-2.5 , 4.5 , 2.5))
with M.Elements as ME:
ME.add_element( 1, conn=(1,4), gprop=[0.75] )
ME.add_element( 2 ,conn=(2,4), gprop=[1 ] )
ME.add_element( 3, conn=(3,4), gprop=[0.5 ] )
ME.add_element( 4, conn=(3,5), gprop=[0.75] )
ME.add_element( 5, conn=(2,5), gprop=[1 ] )
ME.add_element( 6, conn=(4,5), gprop=[1 ] )
from Function import * # Input parameters truss_input_file = "truss1.xlsx" sol_per_pop = 8 num_parents_mating = 4 num_weights = 10 # Defining the population size. pop_size = (sol_per_pop, num_weights) # Creating the initial population. new_population = np.random.uniform(low=0.006, high=0.0085, size=pop_size) M = tp.Model(truss_input_file, logfile=False, log=0, print_term=False) M.Settings.log = 0 ga_truss = GA_truss(M) # Generic Algorithm best_outputs_fit = [15000] best_outputs_W = [2000] num_generations = 20000 file_name = 'first' data = [] Dataframe = pd.DataFrame() for generation in range(num_generations):
# -*- coding: utf-8 -*-
"""
Created on Tue Jun 26 17:29:06 2018
@author: adutz
"""
import numpy as np
# import TrussPy
import trusspy as tp
import matplotlib.pyplot as plt
M = tp.Model('tests/Input_NTA_X.xlsx', logfile=True)
M.Settings.dlpf = 0.005
M.Settings.du = 0.05
M.Settings.incs = (180, 10)
M.Settings.xlimit = ((0, 1), (0, 1))
#M.Settings.cycl = 10
M.Settings.stepcontrol = True
M.Settings.maxfac = 1
M.Settings.ftol = 8
M.Settings.xtol = 8
M.Settings.nfev = 8
M.Settings.dxtol = 1.25
# -*- coding: utf-8 -*-
"""
Created on Tue Jun 26 17:29:06 2018
@author: adutz
"""
# Example NTA (A)
# ---------------
# - 3D truss system
# - material: linear elastic
# import TrussPy
import trusspy as tp
M = tp.Model(logfile=True)
with M.Nodes as MN:
MN.add_node( 1, coord=( 2.5 , 0 , 0 ))
MN.add_node( 2, coord=(-1.25, 1.25, 0 ))
MN.add_node( 3, coord=( 1 , 2 , 0 ))
MN.add_node( 4, coord=(-0.5 , 1.5 , 1.5))
MN.add_node( 5, coord=(-2.5 , 4.5 , 2.5))
with M.Elements as ME:
ME.add_element( 1, conn=(1,4), gprop=[0.75] )
ME.add_element( 2 ,conn=(2,4), gprop=[1 ] )
ME.add_element( 3, conn=(3,4), gprop=[0.5 ] )
ME.add_element( 4, conn=(3,5), gprop=[0.75] )
ME.add_element( 5, conn=(2,5), gprop=[1 ] )
ME.add_element( 6, conn=(4,5), gprop=[1 ] )
"""
# Example 101
# -----------
# - 1 Truss with 1 DOF
# - material: linear elastic
# import TrussPy (absolute path to local copy if trusspy not installed)
try:
import trusspy as tp
except ImportError:
import sys
sys.path.append(r'../../')
import trusspy as tp
M = tp.Model('e101_input.xlsx', logfile=False)
# Create Model, Run, show Results
M.build()
M.run()
# model plot: undeformed and deformed configuration for last increment
fig, ax = M.plot_model(config=['undeformed', 'deformed'],
view='xz',
contour='force',
lim_scale=2,
force_scale=0.2,
inc=-1)
fig.savefig('model_contour-force_inc-last.pdf')
# history plot