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exemplo_roda_trilho_1
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exemplo_roda_trilho_1
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#!/usr/bin/env python3
# -*- coding: utf-8 -*-
"""
Created on Wed Mar 9 06:35:48 2022
Exemplo de aplicação com roda e trilho
Mar 14 - Atualizado com dormentes e cálculo com matriz de rigidez
@author: leonardo
"""
from nachbagauer3Dc import node, railANCF3Dquadratic
from materialsc import linearElasticMaterial
from flexibleBodyc import flexibleBody3D
import numpy as np
from assimulo.solvers import IDA, ODASSL
from assimulo.special_systems import Mechanical_System
from time import time
import matplotlib.pyplot as plt
steel = linearElasticMaterial('Steel',207e9,0.3,7.85e3)
rail = flexibleBody3D('Trilho',steel)
nq = []
nel = 6
totalLength = nel*0.58*2
for i in range(nel+1):
nq.append(node([totalLength * i/nel,0.0,0.0
,0.0,1.0,0.0,
0.0,0.0,1.0]))
eq = []
for j in range(nel):
eq.append(railANCF3Dquadratic(nq[j],nq[j+1],
0.18575,
6*0.0254,
0.0805,
0.022147,
0.032165,
135.605e-3,
23.815e-3,
78.339e-3,
8652.e-6))
rail.addElement(eq)
''' ASSEMBLE SYSTEM '''
class multibodySystem(Mechanical_System):
def __init__(self,name_):
self.name = name_
self.bodies = []
self.totalDof
def addBody(self,bodyList):
if bodyList is list:
self.bodies.extend(bodyList)
for body in bodyList:
self.totalDof += body.totalDof
else:
self.bodies.append(bodyList)
self.totalDof += body.totalDof
class rigidBody(object):
def __init__(self,name_,numberOfDof=0):
self.name = name_
self.totalDof = numberOfDof
self.inertiaTensor = np.eye(numberOfDof)
def trilho_simples(forceCalc = 'full'):
rdof = rail.totalDof
n_p = rdof + 3
constrainedDof = [0,2,3,4,5,6,7,8,
rdof-9,rdof-8,rdof-7,rdof-6,rdof-5,rdof-4,
rdof-3,rdof-2,rdof-1]
n_la = len(constrainedDof)
mass = 650.
M = np.zeros([n_p,n_p])
M[:rail.totalDof,:rail.totalDof] = rail.assembleMassMatrix()
M[-3,-3] = mass
M[-2,-2] = mass
M[-1,-1] = 70.
K = rail.assembleTangentStiffnessMatrix()
C = 0.02*K
q0 = np.array([0.]*n_p)
q0[-3] = totalLength/2
u0 = np.array([0.]*n_p)
sleeperDist = 0.58
sleeperStiff = 3.0e6
movForce = np.array([0,6000,0])
extForces = np.zeros(n_p)
# espaçamento dos dormentes
xSleep = np.arange(0.0,totalLength,sleeperDist)
nSleepers = xSleep.shape[0]
eleWithSleepers = []
sleeperPositionOnElements = []
for sleeperX in xSleep:
slpPt = np.array([sleeperX,0.0,0.0])
isit = rail.findElement(slpPt) # placing sleepers on center line
if isit >= 0:
eleWithSleepers.append(isit)
sleeperPositionOnElements.append(eq[isit].mapToLocalCoords(slpPt))
sleeperForce = np.array([0.,sleeperStiff,0.])
def sleeperForces():
f = np.zeros(rail.totalDof)
for i in range(len(eleWithSleepers)):
ele = eq[eleWithSleepers[i]]
posi = sleeperPositionOnElements[i]
dy = ele.interpolatePosition(posi[0],
posi[1],
posi[2])[1]
slpF = -dy*sleeperForce if dy < 0 else 0*sleeperForce
f[ele.globalDof] += np.dot(slpF, ele.shapeFunctionMatrix(posi[0],
posi[1],
posi[2]))
return f
def forces(t,p,v):
'''
Calculates the forces for the dynamical system
Parameters
----------
p : array
positions.
v : array
velocities.
Returns
-------
forcas : array
forces.
'''
#elastic forces
pr = p[:rdof]
rail.updateDisplacements(pr)
vr = v[:rdof]
# switch between force calculations
if forceCalc == 'full':
fel = rail.assembleElasticForceVector().squeeze()
rail.updateDisplacements(vr)
fel += 0.002 * rail.assembleElasticForceVector().squeeze()
elif forceCalc == 'matrix':
fel = np.squeeze(np.asarray(K.dot(pr)))
fel += np.squeeze(np.asarray(C.dot(vr)))
# effect of contact
cPoint = p[-3:]
isit = rail.findElement(cPoint)
if isit >= 0:
localXi = eq[isit].mapToLocalCoords(cPoint)
dy = p[-2] - eq[isit].interpolatePosition(localXi[0],localXi[1],localXi[2])[1]
if dy <= 0:
cForce = np.dot([0., 1000, 0. ], eq[isit].shapeFunctionMatrix(localXi[0],localXi[1],localXi[2]))
fel[eq[isit].globalDof] += cForce
#extForces[-2] = -cForce[2]
fel -= sleeperForces()
extForces[:rail.totalDof] = fel
# gravity forces
# extForces[-2] += mass * 9.85
# extForces[-2] -= p[-2] * 6000
return - extForces
def posConst(t,y):
gC = np.zeros(n_la)
posi = y[:n_p]
for i in range(n_la):
gC[i] = posi[constrainedDof[i]]
return gC
def velConst(t,y):
gC = np.zeros(n_la)
vel = y[n_p:2*n_p]
for i in range(n_la):
gC[i] = vel[constrainedDof[i]]
return gC
def constJacobian(q):
# jacobiana é constante
Phi = np.zeros([n_la,n_p])
for i in range(n_la):
Phi[i,constrainedDof[i]] = 1.
return Phi.T
return Mechanical_System(
n_p=n_p,
forces=forces,
n_la=n_la, pos0=q0, vel0=u0,
lam0=np.zeros(n_la),
posd0=u0,veld0=0*u0,GT=constJacobian,t0=0.0,
mass_matrix = M,
constr3=posConst,
constr2=velConst
)
system = trilho_simples('matrix')
problem = system.generate_problem('ind3')
DAE = IDA(problem)
DAE.report_continuously = True
DAE.inith = 1e-6
DAE.num_threads = 12
DAE.suppress_alg = True
outFreq = 10e3 # Hz
finalTime = 0.001
#r0 = problem.res(0.,problem.y0,problem.yd0)
t,p,v=DAE.simulate(finalTime, finalTime * outFreq)
q = p[:,:system.n_p]
u = p[:,system.n_p:2*system.n_p]
lam = p[:,2*system.n_p:]
# plot positions
plt.figure()
plt.subplot(2,1,1)
nplots = 6
for i in np.arange(0, u.shape[0],int(u.shape[0]/nplots)):
rail.updateDisplacements(q[i])
a = rail.plotPositions(30)
plt.plot(a[:,0],a[:,1], color='{}'.format(1-t[i]/t[-1]),label='{:.2f} s'.format(t[i]))
plt.legend()
plt.title("Trilho TR 68")
plt.subplot(2,1,2)
plt.plot(t,q[:,-2])