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Twodegreeoffreedomsystems •Equationsofmotionforforcedvibration •Freevibrationanalysisofanundampedsystem Introduction Introduction h dd d dbh • Systemst h atrequiretwoin d epen d entcoor d inatesto d escri b et h eir motionarecalledtwodegreeoffreedomsystems. f Nb masseach ofmotion of s y stemin the s y stem theof typespossible ofnumber masses ofNumber freedom of degrees o f N um b er y y Introduction Introduction h f d f fd f h • T h erearetwoequations f oratwo d egreeo f f ree d omsystem,one f oreac h mass(preciselyoneforeachdegreeoffreedom). • Theyaregenerallyintheformofcoupleddifferentialequations‐thatis, eachequationinvolvesallthecoordinates. • Ifaharmonicsolutionisassumedforeachcoordinate,theequationsof motionleadtoafre q uenc y e q uationthat g ivestwonaturalfre q uenciesof qyq g q thesystem. Introduction Introduction If i it bl iitil it ti th t ib t t f th • If weg i vesu it a bl e i n iti a l exc it a ti on, th esys t emv ib ra t esa t oneo f th ese naturalfrequencies.Duringfreevibrationatoneofthenatural frequencies,theamplitudesofthetwodegreesoffreedom(coordinates) are related in a specified manner and the configuration is called a normal are related in a specified manner and the configuration is called a normal mode,principlemode,ornaturalmodeofvibration. • Thusatwodegreeoffreedomsystemhastwonormalmodesofvibration correspondingtotwonaturalfrequencies. • Ifwegiveanarbitraryinitialex citationtothesystem,theresultingfree vibrationwillbeasuperpositionofthetwonormalmodesofvibration. However , ifthes y stemvibratesundertheactionofanexternalharmonic , y force,theresultingforcedharmonicvibrationtak esplaceatthefrequency oftheappliedforce. Introduction Introduction d f h h h f h f f • Asisevi d ent f romt h esystemss h ownint h e f igures,t h econ f igurationo f a systemcanbespecifiedbyasetofindependentcoordinatessuchas length,angleorsomeotherphysicalparameters.Anysuchsetof coordinatesiscalledgeneralizedcoordinates. • Although the equations of motion of a two degree of freedom system are • Although the equations of motion of a two degree of freedom system are generallycoupledsothateachequationinvolvesallcoordinates,itis alwayspossibletofindaparticularsetofcoordinatessuchthateach i f i i l di Th i f i equat i ono f mot i onconta i nson l yonecoor di nate. Th eequat i onso f mot i on arethenuncoupled andcanbesolvedindependentlyofeachother.Such asetofcoordinates,whichleadstoanuncoupledsystemofequations,is calledprinciplecopordinates. Equationsofmotionforforced vibration d l ddd f fd • Consi d eraviscous l y d ampe d two d egreeo f f ree d omspring‐masssystem showninthefigure. • Themotionofthesystemiscompletelydescribedbythecoordinatesx1(t) andx 2(t),whichdefinethepositionsofthemassesm1 andm2 atanytimet from the respective equilibrium positions from the respective equilibrium positions . Equationsofmotionforforced vibration h l f d h d l • T h eexterna l f orcesF1 an d F2 actont h emassesm1 an d m2,respective l y. Thefreebodydiagramsofthemassesareshowninthefigure. • Thea pp licationofNewton’ssecondlawofmotiontoeachofthemasses pp givestheequationofmotion: Equationsofmotionforforced vibration b h h f l h • Itcan b eseent h att h e f irstequationcontainstermsinvo l vingx2,w h ereas thesecondequationcontainstermsinvolvingx 1.Hence,theyrepresenta systemoftwocoupledsecond‐orderdifferentialequations.Wecan thereforeexpectthatthemotionofthem1 willinfluencethemotionof m 2,andvicaver sa. Equationsofmotionforforced vibration h b f • T h eequationscan b ewritteninmatrix f ormas: where [m] [c] and [k] are mass damping and stiffness matrices where [m] , [c] and [k] are mass , damping and stiffness matrices , respectivelyandx(t)andF(t)arecalledthedisplacementandforce vectors,respectively. whicharegivenby: Equationsofmotionforforced vibration b h h [][] d [k] ll h • Itcan b eseent h att h ematrices [ m ] , [ c ] an d [k] area ll 2x2matricesw h ose elementsaretheknownmasses,dampingcoefficienst,andstiffnessofthe system,respectively. • Further,thesematricescanbeseentobesymmetric,sothat: Freevibrationanalysisofanundampedsystem • For the free vibration analysis of the system shown in the figure we set For the free vibration analysis of the system shown in the figure , we set F 1(t)=F2(t)=0.Further,ifthedampingisdisregarded,c1=c2=c3=0,andthe equationsofmotionreduceto: [...]... conditions Free vibration analysis of an undamped system Free vibration analysis of an undamped system Free vibration analysis of an undamped system Frequencies of a mass‐spring system Frequencies of a mass spring system Example: Find the natural frequencies and l d h lf d mode shapes of a spring mass system , which is constrained to move in the vertical direction Solution: The equations of motion are given ... phase. In this case, the midpoint of the middle spring remains stationary for all time. Such a point is called a node. Frequencies of a mass‐spring system Frequencies of a mass spring system • Using equations the motion (general solution) of the system can be expressed as: Forced vibration analysis Forced vibration analysis • The equation of motion of a general two degree of freedom system under Th ti f ti f lt d ff d t d external forces can be written as:... inverse of the impedance matrix is given by: • Therefore, the solutions are: • By substituting these into the below equation, the solutions can be By substituting these into the below equation the solutions can be obtained • Multi‐degree of freedom systems •Modeling of continuous systems as multidegree of freedom systems •Eigenvalue problem Multidegree of freedom systems Multidegree of freedom systems... equations. The analysis of a multidegree of freedom system on the ti Th l i f ltid ff d t th other hand, requires the solution of a set of ordinary differential equations, which is relatively simple. Hence, for simplicity of analysis, continuous systems are often approximated as analysis continuous systems are often approximated as multidegree of freedom systems • For a system having n degrees of freedom, there are n associated ... Frequencies of a mass‐spring system Frequencies of a mass spring system • The solution to the above equation gives the natural frequencies: Frequencies of a mass‐spring system Frequencies of a mass spring system • From the amplitude ratios are given by: Frequencies of a mass‐spring system Frequencies of a mass spring system • From • The natural modes are given by Frequencies of a mass‐spring system Frequencies... natural frequencies, each associated with its own mode shape. Multidegree of freedom systems Multidegree of freedom systems • Different methods can be used to approximate a continuous system as a Different methods can be used to approximate a continuous system as a multidegree of freedom system. A simple method involves replacing the distributed mass or inertia of the system by a finite number of lumped masses or rigid bodies. •... Linear coordinates are used to describe the motion of the lumped masses. Such models are called lumped parameter of lumped mass or discrete mass systems. • The minimum number of coordinates necessary to describe the motion of the lumped masses and rigid bodies defines the number of degrees of freedom of the system. Naturally, the larger the number of lumped masses used in the model, the higher the accuracy of the resulting analysis. ... As stated before, most engineering systems are continuous and t i i t contin o s d have an infinite number of degrees of freedom. The vibration analysis of continuous systems requires the solution of partial differential equations, which is quite difficult. differential equations which is quite difficult • In fact, analytical solutions do not exist for many partial differential equations. The analysis of a multidegree of freedom system on the ... Frequencies of a mass‐spring system Frequencies of a mass spring system • The natural modes are h l d given by: Frequencies of a mass‐spring system Frequencies of a mass spring system • It can be seen that when the system vibrates in its first mode, the b h h h b f d h amplitudes of the two masses remain the same. This implies that the length of the middle spring remains constant. Thus the motions of the mass 1 and mass 2 are in phase. ... because solution of this equation yields the frequencies of the characteristic values of the system. The roots of the above equation are g given by: y Free vibration analysis of an undamped system • This shows that it is possible for the system to have a nontrivial harmonic Thi h th t it i ibl f th t t h t i i lh i solution of the form when =1 and =2 given by: We shall denote the values of X1 and X2 . Two degree of freedom systems •Equations of motionfor forced vibration •Free vibration analysis of anundamped system Introduction Introduction h dd d dbh • Systemst h atrequire two in d epen d entcoor d inatesto d escri b et h eir motionarecalled two degree of freedom systems. f Nb masseach. Systemst h atrequire two in d epen d entcoor d inatesto d escri b et h eir motionarecalled two degree of freedom systems. f Nb masseach ofmotion of s y stemin the s y stem theof typespossible ofnumber masses ofNumber freedom of degrees o f N um b er y y Introduction Introduction h. Asisevi d ent f romt h esystemss h ownint h e f igures,t h econ f igurationo f a system canbespecifiedbyaset of independentcoordinatessuchas length,angleorsomeotherphysicalparameters.Anysuchset of coordinatesiscalledgeneralizedcoordinates. • Although the equations of motion of a two degree of freedom system are • Although the equations of motion of a two degree of freedom system are generallycoupledsothateachequationinvolvesallcoordinates,itis alwayspossibletofindaparticularset of coordinatessuchthateach i