.. _testmodels-computeode2eigenvaluestest: ***************************** computeODE2EigenvaluesTest.py ***************************** You can view and download this file on Github: `computeODE2EigenvaluesTest.py `_ .. code-block:: python :linenos: #+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ # This is an EXUDYN example # # Details: Test for computation of eigenvalues using utility eigensolver functionality based on scipy.linalg # # Author: Johannes Gerstmayr # Date: 2020-12-18 # # 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. # #+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ import exudyn as exu from exudyn.itemInterface import * import numpy as np #+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ #you can erase the following lines and all exudynTestGlobals related operations if this is not intended to be used as TestModel: try: #only if called from test suite from modelUnitTests import exudynTestGlobals #for globally storing test results useGraphics = exudynTestGlobals.useGraphics except: class ExudynTestGlobals: pass exudynTestGlobals = ExudynTestGlobals() #+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ SC = exu.SystemContainer() mbs = SC.AddSystem() #+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ #cable: mypi = 3.141592653589793 L=2. # length of ANCF element in m #L=mypi # length of ANCF element in m E=2.07e11 # Young's modulus of ANCF element in N/m^2 rho=7800 # density of ANCF element in kg/m^3 b=0.01 # width of rectangular ANCF element in m h=0.01 # height of rectangular ANCF element in m A=b*h # cross sectional area of ANCF element in m^2 I=b*h**3/12 # second moment of area of ANCF element in m^4 EI = E*I rhoA = rho*A exu.Print("EI="+str(EI)) exu.Print("rhoA="+str(rhoA)) nGround = mbs.AddNode(NodePointGround(referenceCoordinates=[0,0,0])) #ground node for coordinate constraint mGround = mbs.AddMarker(MarkerNodeCoordinate(nodeNumber = nGround, coordinate=0)) #Ground node ==> no action cableList=[] nc0 = mbs.AddNode(Point2DS1(referenceCoordinates=[0,0,1,0])) nElements = 32 #32 lElem = L / nElements for i in range(nElements): nLast = mbs.AddNode(Point2DS1(referenceCoordinates=[lElem*(i+1),0,1,0])) elem=mbs.AddObject(Cable2D(physicsLength=lElem, physicsMassPerLength=rho*A, physicsBendingStiffness=E*I, physicsAxialStiffness=E*A*0.1, nodeNumbers=[int(nc0)+i,int(nc0)+i+1], useReducedOrderIntegration=True)) cableList+=[elem] mbs.Assemble() simulationSettings = exu.SimulationSettings() #takes currently set values or default values simulationSettings.staticSolver.verboseMode = 1 nEig = 3 [values, vectors] = mbs.ComputeODE2Eigenvalues(simulationSettings, numberOfEigenvalues = nEig+3) #3 eigenvalues + 3 rigid body zero eigenvalues omegaNumerical = np.sqrt(values[3:nEig+3]) exu.Print("eigenvalues=",omegaNumerical) #exclude 3 rigid body modes #[ 83.17966459 229.28844645 449.50021798] #analytical: bending eigenfrequency of free-free beam: #4.7300, 7.8532, 10.9956, 14.1371, 17.2787 (cosh(beta) * cos(beta) = 1) #find roots beta: #from mpmath import * #mp.dps = 16 #digits #for i in range(10): print(findroot(lambda x: cosh(x) * cos(x) - 1, 3*i+4.7)) beta = [4.730040744862704, 7.853204624095838, 10.99560783800167, 14.13716549125746, 17.27875965739948, 20.42035224562606, 23.56194490204046, 26.70353755550819, 29.84513020910325] omega = np.zeros(nEig) for i in range(nEig): omega[i] = ((beta[i]/L)**4 * (EI/rhoA))**0.5 exu.Print('omega analytical =',omega) u = omega[0]-omegaNumerical[0] exu.Print('omega difference=',u) exudynTestGlobals.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 exudynTestGlobals.testResult = 1e-6*u