computeODE2EigenvaluesTest.py
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1#+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
2# This is an EXUDYN example
3#
4# Details: Test for computation of eigenvalues using utility eigensolver functionality based on scipy.linalg
5#
6# Author: Johannes Gerstmayr
7# Date: 2020-12-18
8#
9# Copyright:This file is part of Exudyn. Exudyn is free software. You can redistribute it and/or modify it under the terms of the Exudyn license. See 'LICENSE.txt' for more details.
10#
11#+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
12
13import exudyn as exu
14from exudyn.itemInterface import *
15import numpy as np
16
17#+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
18#you can erase the following lines and all exudynTestGlobals related operations if this is not intended to be used as TestModel:
19try: #only if called from test suite
20 from modelUnitTests import exudynTestGlobals #for globally storing test results
21 useGraphics = exudynTestGlobals.useGraphics
22except:
23 class ExudynTestGlobals:
24 pass
25 exudynTestGlobals = ExudynTestGlobals()
26#+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
27
28SC = exu.SystemContainer()
29mbs = SC.AddSystem()
30
31
32#+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
33#cable:
34mypi = 3.141592653589793
35
36L=2. # length of ANCF element in m
37#L=mypi # length of ANCF element in m
38E=2.07e11 # Young's modulus of ANCF element in N/m^2
39rho=7800 # density of ANCF element in kg/m^3
40b=0.01 # width of rectangular ANCF element in m
41h=0.01 # height of rectangular ANCF element in m
42A=b*h # cross sectional area of ANCF element in m^2
43I=b*h**3/12 # second moment of area of ANCF element in m^4
44EI = E*I
45rhoA = rho*A
46
47exu.Print("EI="+str(EI))
48exu.Print("rhoA="+str(rhoA))
49
50nGround = mbs.AddNode(NodePointGround(referenceCoordinates=[0,0,0])) #ground node for coordinate constraint
51mGround = mbs.AddMarker(MarkerNodeCoordinate(nodeNumber = nGround, coordinate=0)) #Ground node ==> no action
52
53cableList=[]
54
55
56
57nc0 = mbs.AddNode(Point2DS1(referenceCoordinates=[0,0,1,0]))
58nElements = 32 #32
59lElem = L / nElements
60for i in range(nElements):
61 nLast = mbs.AddNode(Point2DS1(referenceCoordinates=[lElem*(i+1),0,1,0]))
62 elem=mbs.AddObject(Cable2D(physicsLength=lElem,
63 physicsMassPerLength=rho*A,
64 physicsBendingStiffness=E*I,
65 physicsAxialStiffness=E*A*0.1,
66 nodeNumbers=[int(nc0)+i,int(nc0)+i+1],
67 useReducedOrderIntegration=True))
68 cableList+=[elem]
69
70
71mbs.Assemble()
72
73simulationSettings = exu.SimulationSettings() #takes currently set values or default values
74
75simulationSettings.staticSolver.verboseMode = 1
76
77nEig = 3
78[values, vectors] = mbs.ComputeODE2Eigenvalues(simulationSettings,
79 numberOfEigenvalues = nEig+3) #3 eigenvalues + 3 rigid body zero eigenvalues
80
81
82omegaNumerical = np.sqrt(values[3:nEig+3])
83exu.Print("eigenvalues=",omegaNumerical) #exclude 3 rigid body modes
84#[ 83.17966459 229.28844645 449.50021798]
85
86#analytical: bending eigenfrequency of free-free beam:
87#4.7300, 7.8532, 10.9956, 14.1371, 17.2787 (cosh(beta) * cos(beta) = 1)
88#find roots beta:
89#from mpmath import *
90#mp.dps = 16 #digits
91#for i in range(10): print(findroot(lambda x: cosh(x) * cos(x) - 1, 3*i+4.7))
92beta = [4.730040744862704, 7.853204624095838, 10.99560783800167, 14.13716549125746, 17.27875965739948, 20.42035224562606, 23.56194490204046, 26.70353755550819, 29.84513020910325]
93omega = np.zeros(nEig)
94for i in range(nEig):
95 omega[i] = ((beta[i]/L)**4 * (EI/rhoA))**0.5
96
97exu.Print('omega analytical =',omega)
98u = omega[0]-omegaNumerical[0]
99exu.Print('omega difference=',u)
100
101exudynTestGlobals.testError = 1e-6*(u - (-2.7613614363986017e-05)) #2021-01-04: added factor 1e-6, because of larger errors/differences in 32/64bit eigenvalue solvers; 2020-12-18: (nElements=32) -2.7613614363986017e-05
102exudynTestGlobals.testResult = 1e-6*u