MECHANICS OF MACHINES II LABORATORY EXERCISES

Size: px
Start display at page:

Download "MECHANICS OF MACHINES II LABORATORY EXERCISES"

Transcription

1 MEHANS OF MAHNES LABORATORY EXERSES. GEAR TRAN EFFENY TEST OBJETVE: To evaluate the power loss i a gear trai for differet values of power trasmitted ad the resultig efficiecies. NTRODUTON: Gears are compact, positive-egagemet, power trasmissio elemets that determie the speed, torque, ad directio of rotatio of drive machie elemets. Gear types may be grouped ito five mai categories: Spur, Helical, Bevel, Hypoid, ad orm. Typically, shaft orietatio, efficiecy, ad speed determie which of these types should be used for a particular applicatio. Gear cotact is ormally simultaeous across the etire width of the meshig teeth, resultig i a cotiuous series of shocks. These rapid shocks result i some objectioable operatig oise ad vibratio. Moreover, tooth wear results from shock loads at high speeds. Noise ad wear ca be miimized with proper lubricatio, which reduces tooth surface cotact ad egagemet shock loads. The mai advatage of the gear is the property of self-holdig, i.e. providig the immobility of the screw with its loadig oly by the axial force F (T ) 0. The efficiecy of a gear is equal to the relatio betwee the useful (output) power ad the applied (iput) power. Gear trais are used for trasmittig power from a drivig uit to a drive uit, with a chage of speed. The output from the gear box ca have a higher or a lower speed depedig o the requiremet. ower losses i the gear box which ecloses the gear trai results from viscous frictio of lubricats, slidig frictio, losses of eergy due to vibratio ad oise etc. Therefore power supplied to the gear trai is more tha power delivered to the power absorber. This experimet demostrates a method of determiig these losses. LTERATURE REVE Evaluate how the various gear types are combied ito gear drives; ad cosider the priciple factors that affect gear drive selectio. THEORY The efficiecy η of a mechaism is determied by: out η, here ip is the power iput i the mechaism ad out is the output power. This mai depedecy i egieerig is used to evaluate the theoretical ad the real (experimetally determied) values of efficiecy of a gear. To measure power losses i a gearbox, the straight forward approach is to measure the power supplied to the motor ad the powers absorbed by the power absorber so that the loss ca be foud as the differece betwee the two. The value of losses is very much less tha either of the two values measurable ad the method described above would be very iaccurate if employed. This difficulty is overcome by feedig the power output from the gearbox back ito the iput. Fig. below illustrates the priciple. ip Figure 5: The gear trai priciple Uiversity of Nairobi: SO 900:008 ertified UON/EBE/O//7

2 Let power output from gear be O, the O TO here; T torque built ito the trai ad agular velocity of the motor shaft Losses sum of losses i the motor ad i the gear trai i.e. L (total losses) L (motor losses) + L (gear losses) T The the equivalet of power supplied M L + T O i g L i M + L g + O Effiiciecy ower iput ower output ower iput for the gear traioly Note that i is a calculated value. t is ot read off the wattmeter. Oce the system attais a steady speed, the oly power supplied from the mais is the power required to overcome losses. O η + L O g For the gearbox oly L g L L T M from wattmeter readig at the same speed AARATUS Fig. shows the layout of the apparatus. A wattmeter is used for givig a readig of the power supplied to overcome losses. A variace eables a supply of variable voltage to the D motor hece a variable speed ca be achieved. The torque is icorporated ito the system usig couplig (Fig ). The speed of the motor shaft is measured by a tachometer pressed lightly at the ed of the shaft. ROEDURE Figure 6: Experimet set up. Determiatio of losses i the motor aloe. The motor is discoected from the gear tat couplig ad set to ru at a chose speed. The power supplied to the motor to overcome losses i the widig ad bearig frictio is read off the wattmeter. Ru the motor steadily at 800 rev/mi ad record the wattmeter readig as. Repeat for higher speeds icreasig the speed i steps of 00 rev/mi. i.e. at 900, 000, to 800 rev/mi.. Determiatio of losses i both the motor ad the gear trai oect the motor to the gear trai at ad build a torque ito the gear trai at couplig, by holdig oe half of with a spaer ad applyig a momet o a steel rod fixed i the couplig, ad tighteig the two halves of the couplig together. Fig. 3 shows how to determie the torque. Uiversity of Nairobi: SO 900:008 ertified UON/EBE/O//7

3 Figure 7: Determiatio of the torque Measure usig a verier protractor. After buildig the torque, ru the system at the same speeds as above ad record the correspodig wattmeter readigs represetig L T. Take four sets of readigs usig Kg, Kgs, 3Kgs, ad 4Kgs. masses. Tabulate all the results. ANALYSS. lot the four graphs of power lost i the gear trai vs. speed o the same sheet.. lot the efficiecy vs. speed for the four torques o the same sheet. DSUSSONS AND ONLUSON Discuss ad draw coclusios o your results. Uiversity of Nairobi: SO 900:008 ertified UON/EBE/O//7

4 DEARTMENT OF ENVRONMENTAL & BOSYSTEMS ENGNEERNG FEB 34 THEORY OF MAHNES LABORATORY EXERMENT FORED VBRATON OF A SNGLE DEGREE OF FREEDOM SYSTEM OBJET: To obtai curves of amplitude of the system agaist the frequecy of excitatio for various degrees of dampig, ad to derive the udamped atural frequecy of vibratio ad dampig ratio i each case. NTRODUTON A elastic system udergoes forced vibratio whe it is subjected to a cotiuous excitig force. Usually this is brought about i machiery by ubalaced rotatig parts. This vibratio ca cause damage to machies if its frequecy of vibratio coicides with the atural frequecy of vibratio of the system. Theoretically, at this coditio, the amplitude of vibratio should icrease to ifiity. practice, this is ot true because of resistaces to the vibratio from frictio, ad strai eergy absorbed by the parts udergoig deformatio such as the sprig, etc., ad they maitai the maximum amplitude at a certai level. However, the outcome of such vibratio is to cause failure of machie parts especially by fatigue. The desiger desires to kow the resoace poit of this product so that he ca desig the ruig coditio at a poit remote from resoace. The experimet demostrates a method of determiig these parameters. AARATUS Fig. shows the apparatus used. A rigid bar is pied at oe ed ad a sprig is attached towards the other ed ad fixed o the frame. A electric motor drivig a out of balace mass is mouted o the bar. The motor has a variable speed which eables differet frequecies of excitatio to be used. A dashpot fitted where oil is used to get differet values of dampig for the system. The out of balace mass rotates at half the motor speed ad the speed of the mass is the oe used i the aalysis. A speed cotrol uit gives a readig of the motor speed. A velocity pick up mouted o the bar geerates a voltage proportioal to the liear velocity ad hece the liear displacemet of the bar the poit where the velocity pickup is mouted. The voltage is small ad is amplified by a electroic uit ad fed ito a voltmeter where readigs of amplitude of vibratio are take i volts millivolts. A RO is used to display the shape of the trace produced by the vibratio for iterest s sake. The frequecy of the excitig force (ad the resultig vibratio) ca be measured with a microscope or the RO. However, the frequecy is determied from the speed cotrol uit. The calibratio factor of the pickup uit is 44 mv per mm/s. Usig this calibratio factor, the actual values of velocity ad displacemet ca be determied if so desired. 4

5 THEORY he the excitatio forces the system to vibrate, there are iertia torques about the pivot give by There are exteral dampig torques opposig iertia ad excitig torques give by where is dampig coefficiet There is a sprig torque Ka opposig iertia ad excitig torques. The excitig torque T os wt The iteral torque All exteral torques Ι p The Ka + T os wt + + Ka T os wt () This is a liear record order differetial equatio, solved by employig the mathematics differetial equatios as follows: t has bee show (i free vibratios laboratory sheet) that p where is the atural frequecy of vibratio without dampig. Ka ν a be expressed as Ka sice, ν K a The + ν ο T + os wt. () Ka T f Ka is take as A o ad recallig that os wt Real part of e i.e Re The + ν ο + A o Re (3) Ad this is d + dt ν d + dt A 0 Re (4) t has also bee established i mathematics that a differetial equatio of this form has a solutio of the form Ae. The substitutig i (4) we get

6 0 + ν jw + A 0 Re ν jw+ + A0 Re ad A o Re ν jw + + Multiplyig by the cojugate to elimiate the complex deomiator:- 0 R( ( ν jw Aoe ) 4ν w + Expadig ad takig the real part oly (5) ν Ao ( )cos wt + si wt 0 Deomiator i (5) deoted by Ζ f a agle is defied such that os ad Si z w z. ZA ( The 0 o os + SiwtSi Z hich gives 0 A o os(wt Z Z ) A o is the deflectio produced if a torque equal i magitude to the maximum value of excitig torque were applied to the system uder static coditios. The the maximum value of 0 which is 0 o.a o Z (7) 3

7 z is called the magificatio factor β Note that the amplitudes read off the voltmeter are values of ( A o Z) at the respective settigs of the system. Settig A o the value of 0 uder statig torque idetified by 0 st 0 o 0 st + The maximum value of β occurs whe / is slightly less that uit. Differetiatig β with respect to / makes the determiatio of ν possible, if the maximum poit of β o the graph of β versus / is kow. ROEDURE ith o oil i the dashpot, switch o the RO ad check that a trace is obtaied by iitiatig small free vibratios with your had. Start the motor ad ru it at 00 rev/mi i.e. the disc rotates at 50 rpm. Switch the voltmeter o ad choose a suitable scale to give you a good order of accuracy for your readig. Make sure that the pisto does ot rub o the walls of the dashpot cylider. The voltmeter poiter is very usteady. Take your readig as the average of the bad withi which the poiter dwells most. Record the voltmeter readig ad the disc speed. Repeat the above with higher motor speeds, icreasig the motor speed i steps of 00 rev.mi. After each icremet select a suitable rage for the voltmeter to give you a reasoably accurate readig. Do ot allow full scale deflectio o the voltmeter sice this ca damage it. he the system vibrates violetly, hut the positio of resoace very carefully. f you miss it, you will ot be able to get your aalysis right. Record the resoace speed ad amplitude. After locatig this importat poit, cotiue icreasig the speed ad takig readigs up to a motor speed of 500 rpm. 4

8 Repeat the above procedure with two differet samples of oil havig differet viscosities. First, put Tellus 7 i the dashpot with the oil level about 30 mm over the pisto. Remove this oil ad repeat the experimet with vitrea 90. This gives you three values of dampig ANALYSS. lot amplitude of vibratio agaist frequecy, thus determie for each value of dampig. lot all the curves o the same graph.. lot amplitude agaist / for the three cases ad obtai values of ad for each curve beig the half power poit frequecies. NOTE: The half power poits are the positios o the curve for which power requiremet is half that at resoace. Above this level, the system is sesitive to dampig. This level is used for defiig the bad width - correspodig to the half power poits. The amplitude at this level is w of the resoace amplitude. t is importat to kow ad because ν is small. f a stroboscope is available, values of agle ca be measured. ca be plotted agaist ν. f dampig is too heavy ca oly be estimated from the coditio that π at w w ν whe, ad at this poit 0 st, i.eβ. c Derive a mathematical expressio for maximum β i terms of i terms of ad, hece determie ν for each curve. 5

9 DSUSSON AND ONLUSONS ommet i details o your results. K Exciter ick- up.r.o VOLTMETER AMLFER Damper Speed cotrol 6

10 . FREE VBRATON OF SNGLE DEGREE OF FREEDOM SYSTEM OBJETVE: To determie experimetally (i) The damped atural frequecy of vibratio (ii) The dampig ratio of a system subjected to free vibratio, ad (iii) To compare the experimetal values of udamped atural frequecy with calculated estimates for differet masses of the systems. NTRODUTON: Free vibratios are those which occur after a elastic system i equilibrium is displaced from the positio of equilibrium ad let free. The system the oscillates about the equilibrium positio with the amplitude of vibratio reducig gradually from a maximum value to zero. The suppressio of vibratio called dampig is brought about by air resistace, frictioal forces ad hysteresis losses resultig from the iteral frictio of the straied elemets such as a sprig. This experimet illustrates a method of determiig parameters used i fidig how much a system is dumped durig its vibratio ad how this is related to the frequecy of vibratio. AARATUS: The sketch below shows the elemets used i this experimet. The bar of legth L is pi joied at the pivot. A sprig of stiffess K is attached to the bar at a distace a from the pivot ad achored to the frame of the rig. A additioal mass M ca be located at a distace b from the pivot. he the bar is displaced ad let go, it vibrates; ad the electric stylus mouted at the ed of the bar moves up ad dow the teledeltos paper, which wids o a rotatig drum. The stylus is heated electrically ad burs a trace of the oscillatio o the teledeltos paper. The trace produced is used to determie the dyamic parameters required. LTERATURE REVE: This dyamic system with agular oscillatios has iertia torques which i this case are the products of the momet of iertia of the assembly about the pivot ad the agular acceleratio about the pivot i.e ertia torque of system.() The iertia torque is assumed positive i the directio of positive. The dampig torques are proportioal to the agular velocity of the system. d The velocity is or dt Uiversity of Nairobi: SO 900:008 ertified UON/EBE/O//7

11 Hece, dampig torques cost. x The dampig torque cc...() the coefficiet of viscosity This torque is opposite to the iertia torque, which is why it decelerates the system. Aother torque of this system is the sprig torque at displacemet from the equilibrium positio. aka Sprig torque ka (distace from pivot perpedicular force) The sprig torque also opposes the iertia torque. All exteral torques all iteral torques Therefore, - ka Negative sigs are used because these torques oppose iteral torques (Further aalysis of this equatio will be doe i class). Note that the effect of gravity is already couter balaced at equilibrium so it does ot appear i equatio. (4) The p + + ka 0..(5) This is a liear secod order differetial equatio solved by employig the mathematics of differetial equatios as follows. This is polyomial of the form d c d ka (6) dt dt The usual method of solvig this type of differetial equatio is to use the fact that a expressio of the rt form e has bee established as a solutio to this equatio. Substitutig i (6) c r + r + ka 0... (7) from which, c ka r + r (8) Ad r λ± p λ β... (9) c k where λ ad β a There are three possible outcomes from equatio (9) as show below fλ is greater thaβ, it has bee established that the impulse give to start vibratio dimiishes i oe oscillatio, thus the system is too stiff to vibrate. t is said to be over damped. f λ is equal to β it is at the limitig coditio where oscillatio starts takig place. This is the Uiversity of Nairobi: SO 900:008 ertified UON/EBE/O//7

12 critically damped coditio. The 4 ka Ad the critical dampig coefficiet 4ka c p...(0) this case, f λ is less thaβ, dampig is small ad the system makes several oscillatio after a disturbace before it stops vibratig. This case is what is ecoutered mostly i practice ad is the oe aalyzed for this experimet. The roots of equatio (9) are complex umbers. r λ± i β λ or r λ± i whwre β λ The Ae A geeralsolutio equatios (6)ad (7)is thesum of the two. Hece Ae λ e t ( Ae it ( λ+ i ) t + Be ( λ+ i ) t it e e ) λt λt e ad Be + Be f we defie φ such that Siφ ( λ+ i ) t ( λ+ i ) t are solutios satisfyig equatios (6) ad (7)....(0) { A( ost+ isit) + B( ost isit) } { ( A+ B) + ost+ i( A B) Sit} λt { ost + DSit}...() + D ad D beig arbitrary costats. Ad osφ the equatio () ca be expressed as + D E e + D λt Si e λt { ostsiφ+ Sitosφ} ( t+ φ ) where E is a arbitrarycostat...() Equatio () represets a vibratio amplitude, the decay beig govered by the e figure below with the iitial displacemet E t as show i t e Uiversity of Nairobi: SO 900:008 ertified UON/EBE/O//7

13 The atural damped phase frequecy of vibratio is ka d c (3) From the figure above, let the displacemet be at timet, ad at time t π t t+ λt the E e Sit + φ E e E e E e t π λ t πλ λt e λ Si The e ( ) ( t + φ ) πλ Si t Si π + φ ( t + φ )...(4) πλ...(5) This is kow as the logarithmic decremet of motio. ts importace is that 0 Hece, 0 Also e π v dampig ratio 0 v a k 3... πλ π a a + e πλ...(6)...(7) coefficiet of viscosity ritical dampig coefficiet...(8) 0 ROEDURE. Determie the sprig stiffess by hagig weights ad readig the displacemet of the sprig. eigh ad measure the bar 3. Vibrate the system without ay additioal mass ad record the oscillatio o teledeltos paper for each perso i the group. 4. Repeat (3) with masses of 00g, 400g, 600g,800g ad kg. Take traces for each 5. Use a alterative set of 5 masses if the sprig is too weak for the selectio above. Uiversity of Nairobi: SO 900:008 ertified UON/EBE/O//7

14 ANALYSS. Estimate the udamped atural frequecy for each case from the equatio of motio. alculate the damped atural frequecy for each case usig data from the traces ad rotatig drum. 3. Usig eq 7 ad 8 determie for each case. 4. From the experimetally derived parameters above, calculate the udamped atural frequecy for each case, usig the formula; wd r. ω 5. Tabulate all the results i the same table. NOTE: Results from trace are more accurate if a larger umber of traces are used. K for the sprig i determied graphically. All traces should be mouted o paper ad icluded i the report uder results. DSUSSONS AND ONLUSONS From your results discuss ad draw coclusios o the experimet, givig your opiio o the importace of this experimet i practice. f there are differeces betwee the estimated ad measured frequecies, suggest possible reasos. heck whether there is ay differece i the dampig ratio whe amplitudes are small compared with the ratio whe amplitudes are large. f these are ay differeces, what could be the reaso? REFERENES Fudametals of Vibratio Mechaical vibratios- Editra ritech Uiversity of Nairobi: SO 900:008 ertified UON/EBE/O//7

15 UNVERSTY OF NAROB DEARTMENT OF ENVRONMENTAL & BOSYSTEMS ENGNEERNG 3RD YEAR 0/0 LAB ATTENDANE REGSTER OURSE ODE:... TTLE: TME S.NO GR REG. NO SURNAMES OTHER NAMES SGN LAB ATTENDED F/50/009 F/530/009 3 F/989/009 4 F/53/009 5 F/56/009 6 F/55/009 7 F/490/009 8 F/5/009 9 F/49/009 0 F/495/009 F/489/009 F/54/009 3 F/50/009 4 F/58/007 5 F/5/009 6 F/509/009 7 F/4007/009 8 F/54/009 9 F/9937/009 0 F/000/008 F/30339/009 F/497/009 3 F/499/009 4 F/58/009 5 F/500/009 6 F/488/009 7 F/30484/009 8 F/498/009 9 F/99/ F/504/009 3 F/59/009 3 F/496/ F/5/ F/30580/00 35 F/3084/ F/007/ F/9349/ F/494/ F/3964/ F/49/009 4 F/493/009 4 F/4378/ F/5/ F/59/ F/507/ F/50/ F/503/ F/55/ F/005/ F/508/009 5 F/505/ F/50/009 ROOM NO. OF STUDENTS LETURER NSTRUTOR(S) SGN UON/EBE/O//7. Uiversity of Nairobi: SO 900:008 ertified 3/4/0

EXPERIMENT OF SIMPLE VIBRATION

EXPERIMENT OF SIMPLE VIBRATION EXPERIMENT OF SIMPLE VIBRATION. PURPOSE The purpose of the experimet is to show free vibratio ad damped vibratio o a system havig oe degree of freedom ad to ivestigate the relatioship betwee the basic

More information

Problem 1. Problem Engineering Dynamics Problem Set 9--Solution. Find the equation of motion for the system shown with respect to:

Problem 1. Problem Engineering Dynamics Problem Set 9--Solution. Find the equation of motion for the system shown with respect to: 2.003 Egieerig Dyamics Problem Set 9--Solutio Problem 1 Fid the equatio of motio for the system show with respect to: a) Zero sprig force positio. Draw the appropriate free body diagram. b) Static equilibrium

More information

Damped Vibration of a Non-prismatic Beam with a Rotational Spring

Damped Vibration of a Non-prismatic Beam with a Rotational Spring Vibratios i Physical Systems Vol.6 (0) Damped Vibratio of a No-prismatic Beam with a Rotatioal Sprig Wojciech SOCHACK stitute of Mechaics ad Fudametals of Machiery Desig Uiversity of Techology, Czestochowa,

More information

2C09 Design for seismic and climate changes

2C09 Design for seismic and climate changes 2C09 Desig for seismic ad climate chages Lecture 02: Dyamic respose of sigle-degree-of-freedom systems I Daiel Grecea, Politehica Uiversity of Timisoara 10/03/2014 Europea Erasmus Mudus Master Course Sustaiable

More information

FREE VIBRATION RESPONSE OF A SYSTEM WITH COULOMB DAMPING

FREE VIBRATION RESPONSE OF A SYSTEM WITH COULOMB DAMPING Mechaical Vibratios FREE VIBRATION RESPONSE OF A SYSTEM WITH COULOMB DAMPING A commo dampig mechaism occurrig i machies is caused by slidig frictio or dry frictio ad is called Coulomb dampig. Coulomb dampig

More information

Stopping oscillations of a simple harmonic oscillator using an impulse force

Stopping oscillations of a simple harmonic oscillator using an impulse force It. J. Adv. Appl. Math. ad Mech. 5() (207) 6 (ISSN: 2347-2529) IJAAMM Joural homepage: www.ijaamm.com Iteratioal Joural of Advaces i Applied Mathematics ad Mechaics Stoppig oscillatios of a simple harmoic

More information

Paper-II Chapter- Damped vibration

Paper-II Chapter- Damped vibration Paper-II Chapter- Damped vibratio Free vibratios: Whe a body cotiues to oscillate with its ow characteristics frequecy. Such oscillatios are kow as free or atural vibratios of the body. Ideally, the body

More information

Dynamic Response of Second Order Mechanical Systems with Viscous Dissipation forces

Dynamic Response of Second Order Mechanical Systems with Viscous Dissipation forces Hadout #b (pp. 4-55) Dyamic Respose o Secod Order Mechaical Systems with Viscous Dissipatio orces M X + DX + K X = F t () Periodic Forced Respose to F (t) = F o si( t) ad F (t) = M u si(t) Frequecy Respose

More information

DYNAMIC ANALYSIS OF BEAM-LIKE STRUCTURES SUBJECT TO MOVING LOADS

DYNAMIC ANALYSIS OF BEAM-LIKE STRUCTURES SUBJECT TO MOVING LOADS DYNAMIC ANALYSIS OF BEAM-LIKE STRUCTURES SUBJECT TO MOVING LOADS Ivaa Štimac 1, Ivica Kožar 1 M.Sc,Assistat, Ph.D. Professor 1, Faculty of Civil Egieerig, Uiverity of Rieka, Croatia INTRODUCTION The vehicle-iduced

More information

Balancing. Rotating Components Examples of rotating components in a mechanism or a machine. (a)

Balancing. Rotating Components Examples of rotating components in a mechanism or a machine. (a) alacig NOT COMPLETE Rotatig Compoets Examples of rotatig compoets i a mechaism or a machie. Figure 1: Examples of rotatig compoets: camshaft; crakshaft Sigle-Plae (Static) alace Cosider a rotatig shaft

More information

SOLID MECHANICS TUTORIAL BALANCING OF RECIPROCATING MACHINERY

SOLID MECHANICS TUTORIAL BALANCING OF RECIPROCATING MACHINERY SOLID MECHANICS TUTORIAL BALANCING OF RECIPROCATING MACHINERY This work covers elemets of the syllabus for the Egieerig Coucil Exam D5 Dyamics of Mechaical Systems. O completio of this tutorial you should

More information

567. Research of Dynamics of a Vibration Isolation Platform

567. Research of Dynamics of a Vibration Isolation Platform 567. Research of Dyamics of a Vibratio Isolatio Platform A. Kilikevičius, M. Jurevičius 2, M. Berba 3 Vilius Gedimias Techical Uiversity, Departmet of Machie buildig, J. Basaavičiaus str. 28, LT-03224

More information

Principle Of Superposition

Principle Of Superposition ecture 5: PREIMINRY CONCEP O RUCUR NYI Priciple Of uperpositio Mathematically, the priciple of superpositio is stated as ( a ) G( a ) G( ) G a a or for a liear structural system, the respose at a give

More information

Mechatronics. Time Response & Frequency Response 2 nd -Order Dynamic System 2-Pole, Low-Pass, Active Filter

Mechatronics. Time Response & Frequency Response 2 nd -Order Dynamic System 2-Pole, Low-Pass, Active Filter Time Respose & Frequecy Respose d -Order Dyamic System -Pole, Low-Pass, Active Filter R 4 R 7 C 5 e i R 1 C R 3 - + R 6 - + e out Assigmet: Perform a Complete Dyamic System Ivestigatio of the Two-Pole,

More information

Engineering Mechanics Dynamics & Vibrations. Engineering Mechanics Dynamics & Vibrations Plane Motion of a Rigid Body: Equations of Motion

Engineering Mechanics Dynamics & Vibrations. Engineering Mechanics Dynamics & Vibrations Plane Motion of a Rigid Body: Equations of Motion 1/5/013 Egieerig Mechaics Dyaics ad Vibratios Egieerig Mechaics Dyaics & Vibratios Egieerig Mechaics Dyaics & Vibratios Plae Motio of a Rigid Body: Equatios of Motio Motio of a rigid body i plae otio is

More information

OBJECTIVES. Chapter 1 INTRODUCTION TO INSTRUMENTATION FUNCTION AND ADVANTAGES INTRODUCTION. At the end of this chapter, students should be able to:

OBJECTIVES. Chapter 1 INTRODUCTION TO INSTRUMENTATION FUNCTION AND ADVANTAGES INTRODUCTION. At the end of this chapter, students should be able to: OBJECTIVES Chapter 1 INTRODUCTION TO INSTRUMENTATION At the ed of this chapter, studets should be able to: 1. Explai the static ad dyamic characteristics of a istrumet. 2. Calculate ad aalyze the measuremet

More information

Mechanical Vibrations - IMP Oral Questions. Balancing

Mechanical Vibrations - IMP Oral Questions. Balancing Mechaical Vibratios - IMP Oral Questios Balacig ) What is balacig? As: Balacig is the process of removig either partially or completely, the effect due to resultat iertia forces ad couples (ubalace) actig

More information

Basics of Dynamics. Amit Prashant. Indian Institute of Technology Gandhinagar. Short Course on. Geotechnical Aspects of Earthquake Engineering

Basics of Dynamics. Amit Prashant. Indian Institute of Technology Gandhinagar. Short Course on. Geotechnical Aspects of Earthquake Engineering Basics of yamics Amit Prashat Idia Istitute of Techology Gadhiagar Short Course o Geotechical Aspects of Earthquake Egieerig 4 8 March, 213 Our ear Pedulum Revisited g.si g l s Force Equilibrium: Cord

More information

2C09 Design for seismic and climate changes

2C09 Design for seismic and climate changes C9 Desig for seismic ad climate chages Lecture 3: Dyamic respose of sigle-degree-of-freedom systems II Daiel Grecea, Politehica Uiversity of Timisoara 11/3/14 Europea Erasmus Mudus Master Course Sustaiable

More information

Numerical Methods in Fourier Series Applications

Numerical Methods in Fourier Series Applications Numerical Methods i Fourier Series Applicatios Recall that the basic relatios i usig the Trigoometric Fourier Series represetatio were give by f ( x) a o ( a x cos b x si ) () where the Fourier coefficiets

More information

Analysis of the No-Load Characteristic of the Moving Coil Linear Compressor

Analysis of the No-Load Characteristic of the Moving Coil Linear Compressor Purdue Uiversity Purdue e-pubs Iteratioal Compressor Egieerig Coferece School of Mechaical Egieerig 008 Aalysis of the No-Load Characteristic of the Movig Coil Liear Compressor Yigbai Xie North Chia Electric

More information

DETERMINATION OF MECHANICAL PROPERTIES OF A NON- UNIFORM BEAM USING THE MEASUREMENT OF THE EXCITED LONGITUDINAL ELASTIC VIBRATIONS.

DETERMINATION OF MECHANICAL PROPERTIES OF A NON- UNIFORM BEAM USING THE MEASUREMENT OF THE EXCITED LONGITUDINAL ELASTIC VIBRATIONS. ICSV4 Cairs Australia 9- July 7 DTRMINATION OF MCHANICAL PROPRTIS OF A NON- UNIFORM BAM USING TH MASURMNT OF TH XCITD LONGITUDINAL LASTIC VIBRATIONS Pavel Aokhi ad Vladimir Gordo Departmet of the mathematics

More information

ECE 422/522 Power System Operations & Planning/Power Systems Analysis II : 6 - Small Signal Stability

ECE 422/522 Power System Operations & Planning/Power Systems Analysis II : 6 - Small Signal Stability ECE 4/5 Power System Operatios & Plaig/Power Systems Aalysis II : 6 - Small Sigal Stability Sprig 014 Istructor: Kai Su 1 Refereces Kudur s Chapter 1 Saadat s Chapter 11.4 EPRI Tutorial s Chapter 8 Power

More information

Dynamics of Structures 5th Edition Chopra SOLUTIONS MANUAL

Dynamics of Structures 5th Edition Chopra SOLUTIONS MANUAL Dyamics of Structures 5th Editio Chopra SOLUTIONS MANUAL Full dowload at : https://testbareal.com/dowload/dyamics-of-structures-5th-editio-choprasolutios-maual/ Problem.1 CHAPTER A heavy table is supported

More information

ANALYSIS OF DAMPING EFFECT ON BEAM VIBRATION

ANALYSIS OF DAMPING EFFECT ON BEAM VIBRATION Molecular ad Quatum Acoustics vol. 7, (6) 79 ANALYSIS OF DAMPING EFFECT ON BEAM VIBRATION Jerzy FILIPIAK 1, Lech SOLARZ, Korad ZUBKO 1 Istitute of Electroic ad Cotrol Systems, Techical Uiversity of Czestochowa,

More information

The z-transform. 7.1 Introduction. 7.2 The z-transform Derivation of the z-transform: x[n] = z n LTI system, h[n] z = re j

The z-transform. 7.1 Introduction. 7.2 The z-transform Derivation of the z-transform: x[n] = z n LTI system, h[n] z = re j The -Trasform 7. Itroductio Geeralie the complex siusoidal represetatio offered by DTFT to a represetatio of complex expoetial sigals. Obtai more geeral characteristics for discrete-time LTI systems. 7.

More information

DESIGN, PRODUCTION, AND APPLICATION OF A STAND FOR TESTING FRICTION OF THE BEARINGS

DESIGN, PRODUCTION, AND APPLICATION OF A STAND FOR TESTING FRICTION OF THE BEARINGS Tome V (year 7), Fascicole, (ISSN 1584 665) DESIGN, PRODUCTION, AND APPLICATION OF A STAND FOR TESTING FRICTION OF THE BEARINGS Pavlia KATSAROVA, Stilia NIKOLOV, Miltso TASHEV TECHNICAL UNIVERSITY SOFIA,BRANCH

More information

DETERMINATION OF NATURAL FREQUENCY AND DAMPING RATIO

DETERMINATION OF NATURAL FREQUENCY AND DAMPING RATIO Hasa G Pasha DETERMINATION OF NATURAL FREQUENCY AND DAMPING RATIO OBJECTIVE Deterie the atural frequecy ad dapig ratio for a aluiu catilever bea, Calculate the aalytical value of the atural frequecy ad

More information

The Pendulum. Purpose

The Pendulum. Purpose The Pedulum Purpose To carry out a example illustratig how physics approaches ad solves problems. The example used here is to explore the differet factors that determie the period of motio of a pedulum.

More information

CUMULATIVE DAMAGE ESTIMATION USING WAVELET TRANSFORM OF STRUCTURAL RESPONSE

CUMULATIVE DAMAGE ESTIMATION USING WAVELET TRANSFORM OF STRUCTURAL RESPONSE CUMULATIVE DAMAGE ESTIMATION USING WAVELET TRANSFORM OF STRUCTURAL RESPONSE Ryutaro SEGAWA 1, Shizuo YAMAMOTO, Akira SONE 3 Ad Arata MASUDA 4 SUMMARY Durig a strog earthquake, the respose of a structure

More information

Castiel, Supernatural, Season 6, Episode 18

Castiel, Supernatural, Season 6, Episode 18 13 Differetial Equatios the aswer to your questio ca best be epressed as a series of partial differetial equatios... Castiel, Superatural, Seaso 6, Episode 18 A differetial equatio is a mathematical equatio

More information

Microscopic traffic flow modeling

Microscopic traffic flow modeling Chapter 34 Microscopic traffic flow modelig 34.1 Overview Macroscopic modelig looks at traffic flow from a global perspective, whereas microscopic modelig, as the term suggests, gives attetio to the details

More information

Time-Domain Representations of LTI Systems

Time-Domain Representations of LTI Systems 2.1 Itroductio Objectives: 1. Impulse resposes of LTI systems 2. Liear costat-coefficiets differetial or differece equatios of LTI systems 3. Bloc diagram represetatios of LTI systems 4. State-variable

More information

Chapter 7: The z-transform. Chih-Wei Liu

Chapter 7: The z-transform. Chih-Wei Liu Chapter 7: The -Trasform Chih-Wei Liu Outlie Itroductio The -Trasform Properties of the Regio of Covergece Properties of the -Trasform Iversio of the -Trasform The Trasfer Fuctio Causality ad Stability

More information

Kinetics of Complex Reactions

Kinetics of Complex Reactions Kietics of Complex Reactios by Flick Colema Departmet of Chemistry Wellesley College Wellesley MA 28 wcolema@wellesley.edu Copyright Flick Colema 996. All rights reserved. You are welcome to use this documet

More information

Z - Transform. It offers the techniques for digital filter design and frequency analysis of digital signals.

Z - Transform. It offers the techniques for digital filter design and frequency analysis of digital signals. Z - Trasform The -trasform is a very importat tool i describig ad aalyig digital systems. It offers the techiques for digital filter desig ad frequecy aalysis of digital sigals. Defiitio of -trasform:

More information

CHAPTER 8 SYSTEMS OF PARTICLES

CHAPTER 8 SYSTEMS OF PARTICLES CHAPTER 8 SYSTES OF PARTICLES CHAPTER 8 COLLISIONS 45 8. CENTER OF ASS The ceter of mass of a system of particles or a rigid body is the poit at which all of the mass are cosidered to be cocetrated there

More information

Activity 3: Length Measurements with the Four-Sided Meter Stick

Activity 3: Length Measurements with the Four-Sided Meter Stick Activity 3: Legth Measuremets with the Four-Sided Meter Stick OBJECTIVE: The purpose of this experimet is to study errors ad the propagatio of errors whe experimetal data derived usig a four-sided meter

More information

Mechanical Vibrations

Mechanical Vibrations Mechaical Vibratios Cotets Itroductio Free Vibratios o Particles. Siple Haroic Motio Siple Pedulu (Approxiate Solutio) Siple Pedulu (Exact Solutio) Saple Proble 9. Free Vibratios o Rigid Bodies Saple Proble

More information

Fourier Series and the Wave Equation

Fourier Series and the Wave Equation Fourier Series ad the Wave Equatio We start with the oe-dimesioal wave equatio u u =, x u(, t) = u(, t) =, ux (,) = f( x), u ( x,) = This represets a vibratig strig, where u is the displacemet of the strig

More information

2.004 Dynamics and Control II Spring 2008

2.004 Dynamics and Control II Spring 2008 MIT OpeCourseWare http://ocw.mit.edu 2.004 Dyamics ad Cotrol II Sprig 2008 For iformatio about citig these materials or our Terms of Use, visit: http://ocw.mit.edu/terms. Massachusetts Istitute of Techology

More information

Chapter 2 Feedback Control Theory Continued

Chapter 2 Feedback Control Theory Continued Chapter Feedback Cotrol Theor Cotiued. Itroductio I the previous chapter, the respose characteristic of simple first ad secod order trasfer fuctios were studied. It was show that first order trasfer fuctio,

More information

SNAP Centre Workshop. Basic Algebraic Manipulation

SNAP Centre Workshop. Basic Algebraic Manipulation SNAP Cetre Workshop Basic Algebraic Maipulatio 8 Simplifyig Algebraic Expressios Whe a expressio is writte i the most compact maer possible, it is cosidered to be simplified. Not Simplified: x(x + 4x)

More information

The Mathematical Model and the Simulation Modelling Algoritm of the Multitiered Mechanical System

The Mathematical Model and the Simulation Modelling Algoritm of the Multitiered Mechanical System The Mathematical Model ad the Simulatio Modellig Algoritm of the Multitiered Mechaical System Demi Aatoliy, Kovalev Iva Dept. of Optical Digital Systems ad Techologies, The St. Petersburg Natioal Research

More information

CHAPTER NINE. Frequency Response Methods

CHAPTER NINE. Frequency Response Methods CHAPTER NINE 9. Itroductio It as poited earlier that i practice the performace of a feedback cotrol system is more preferably measured by its time - domai respose characteristics. This is i cotrast to

More information

( ) = ( ) + ( ), One Degree of Freedom, Harmonically Excited Vibrations. 1 Forced Harmonic Vibration. t dies out with time under each of.

( ) = ( ) + ( ), One Degree of Freedom, Harmonically Excited Vibrations. 1 Forced Harmonic Vibration. t dies out with time under each of. Oe Degree of Freedom, Harmoically Excited Vibratios Forced Harmoic Vibratio A mechaical syem is said to udergo forced vibratio wheever exteral eergy is sulied to the syem durig vibratio Exteral eergy ca

More information

Types of Waves Transverse Shear. Waves. The Wave Equation

Types of Waves Transverse Shear. Waves. The Wave Equation Waves Waves trasfer eergy from oe poit to aother. For mechaical waves the disturbace propagates without ay of the particles of the medium beig displaced permaetly. There is o associated mass trasport.

More information

[ ] sin ( ) ( ) = 2 2 ( ) ( ) ( ) ˆ Mechanical Spectroscopy II

[ ] sin ( ) ( ) = 2 2 ( ) ( ) ( ) ˆ Mechanical Spectroscopy II Solid State Pheomea Vol. 89 (003) pp 343-348 (003) Tras Tech Publicatios, Switzerlad doi:0.408/www.scietific.et/ssp.89.343 A New Impulse Mechaical Spectrometer to Study the Dyamic Mechaical Properties

More information

mx bx kx F t. dt IR I LI V t, Q LQ RQ V t,

mx bx kx F t. dt IR I LI V t, Q LQ RQ V t, Lecture 5 omplex Variables II (Applicatios i Physics) (See hapter i Boas) To see why complex variables are so useful cosider first the (liear) mechaics of a sigle particle described by Newto s equatio

More information

FREE VIBRATIONS OF SIMPLY SUPPORTED BEAMS USING FOURIER SERIES

FREE VIBRATIONS OF SIMPLY SUPPORTED BEAMS USING FOURIER SERIES Abdullah : FREE VIBRATIONS OF SIMPY SUPPORTED BEAMS FREE VIBRATIONS OF SIMPY SUPPORTED BEAMS USING FOURIER SERIES SAWA MUBARAK ABDUAH Assistat ecturer Uiversity of Mosul Abstract Fourier series will be

More information

Finally, we show how to determine the moments of an impulse response based on the example of the dispersion model.

Finally, we show how to determine the moments of an impulse response based on the example of the dispersion model. 5.3 Determiatio of Momets Fially, we show how to determie the momets of a impulse respose based o the example of the dispersio model. For the dispersio model we have that E θ (θ ) curve is give by eq (4).

More information

Senvion SE Franz-Lenz-Str. 1, Osnabrück, Germany

Senvion SE Franz-Lenz-Str. 1, Osnabrück, Germany Iteratioal Wid Egieerig Coferece IWEC 014 WAVE INDUCED FATIGUE LOADS ON MONOPILES - NEW APPROACHES FOR LUMPING OF SCATTER TABLES AND SITE SPECIFIC INTERPOLATION OF FATIGUE LOADS M. SEIDEL Sevio SE Fraz-Lez-Str.

More information

Wave Motion

Wave Motion Wave Motio Wave ad Wave motio: Wave is a carrier of eergy Wave is a form of disturbace which travels through a material medium due to the repeated periodic motio of the particles of the medium about their

More information

PRINCIPLE AND SOFTWARE TOOLS FOR MACHINE-SHAFT ANGULAR-VIBRATION MEASUREMENTS

PRINCIPLE AND SOFTWARE TOOLS FOR MACHINE-SHAFT ANGULAR-VIBRATION MEASUREMENTS Colloquium DYNAMICS OF MACHINES 5 Prague, February 8 9, 5 C C E M S PRINCIPLE AND SOFTWARE TOOLS FOR MACHINE-SHAFT ANGULAR-VIBRATION MEASUREMENTS Jiří Tůma Abstract: (I Eglish) The paper deals with the

More information

Topic 1 2: Sequences and Series. A sequence is an ordered list of numbers, e.g. 1, 2, 4, 8, 16, or

Topic 1 2: Sequences and Series. A sequence is an ordered list of numbers, e.g. 1, 2, 4, 8, 16, or Topic : Sequeces ad Series A sequece is a ordered list of umbers, e.g.,,, 8, 6, or,,,.... A series is a sum of the terms of a sequece, e.g. + + + 8 + 6 + or... Sigma Notatio b The otatio f ( k) is shorthad

More information

FAILURE CRITERIA: MOHR S CIRCLE AND PRINCIPAL STRESSES

FAILURE CRITERIA: MOHR S CIRCLE AND PRINCIPAL STRESSES LECTURE Third Editio FAILURE CRITERIA: MOHR S CIRCLE AND PRINCIPAL STRESSES A. J. Clark School of Egieerig Departmet of Civil ad Evirometal Egieerig Chapter 7.4 b Dr. Ibrahim A. Assakkaf SPRING 3 ENES

More information

Infinite Sequences and Series

Infinite Sequences and Series Chapter 6 Ifiite Sequeces ad Series 6.1 Ifiite Sequeces 6.1.1 Elemetary Cocepts Simply speakig, a sequece is a ordered list of umbers writte: {a 1, a 2, a 3,...a, a +1,...} where the elemets a i represet

More information

Research Article Health Monitoring for a Structure Using Its Nonstationary Vibration

Research Article Health Monitoring for a Structure Using Its Nonstationary Vibration Advaces i Acoustics ad Vibratio Volume 2, Article ID 69652, 5 pages doi:.55/2/69652 Research Article Health Moitorig for a Structure Usig Its Nostatioary Vibratio Yoshimutsu Hirata, Mikio Tohyama, Mitsuo

More information

Course Outline. Designing Control Systems. Proportional Controller. Amme 3500 : System Dynamics and Control. Root Locus. Dr. Stefan B.

Course Outline. Designing Control Systems. Proportional Controller. Amme 3500 : System Dynamics and Control. Root Locus. Dr. Stefan B. Amme 3500 : System Dyamics ad Cotrol Root Locus Course Outlie Week Date Cotet Assigmet Notes Mar Itroductio 8 Mar Frequecy Domai Modellig 3 5 Mar Trasiet Performace ad the s-plae 4 Mar Block Diagrams Assig

More information

1. Introduction. (Received 9 April 2013; accepted 3 June 2013)

1. Introduction. (Received 9 April 2013; accepted 3 June 2013) 1008. Noliear trasiet egagemet characteristics of plaetary gear trai Xueyi Li Shoubo Jiag Sashuai Li Qigliag Zeg 1008. NONLINEAR TRANSIENT ENGAGEMENT CHARACTERISTICS OF PLANETARY GEAR TRAIN. Xueyi Li 1

More information

VTU EDUSAT PROGRAMME-17. DYNAMICS OF MACHINES Subject Code -10 ME 54 BALANCING OF RECIPROCATING MASSES ADARSHA H G

VTU EDUSAT PROGRAMME-17. DYNAMICS OF MACHINES Subject Code -10 ME 54 BALANCING OF RECIPROCATING MASSES ADARSHA H G Subject Code -1 ME 5 BALANCING OF RECIPROCATING MASSES Notes Compiled by: ASSOCIATE PROFESSOR DEPARTMENT OF MECHANICAL ENGINEERING MALNAD COLLEGE BALANCING OF ENGINEERING HASSAN -57 OF. KARNATAKA RECIPROCATING

More information

LECTURE 14. Non-linear transverse motion. Non-linear transverse motion

LECTURE 14. Non-linear transverse motion. Non-linear transverse motion LETURE 4 No-liear trasverse motio Floquet trasformatio Harmoic aalysis-oe dimesioal resoaces Two-dimesioal resoaces No-liear trasverse motio No-liear field terms i the trajectory equatio: Trajectory equatio

More information

Systems of Particles: Angular Momentum and Work Energy Principle

Systems of Particles: Angular Momentum and Work Energy Principle 1 2.003J/1.053J Dyamics ad Cotrol I, Sprig 2007 Professor Thomas Peacock 2/20/2007 Lecture 4 Systems of Particles: Agular Mometum ad Work Eergy Priciple Systems of Particles Agular Mometum (cotiued) τ

More information

P.3 Polynomials and Special products

P.3 Polynomials and Special products Precalc Fall 2016 Sectios P.3, 1.2, 1.3, P.4, 1.4, P.2 (radicals/ratioal expoets), 1.5, 1.6, 1.7, 1.8, 1.1, 2.1, 2.2 I Polyomial defiitio (p. 28) a x + a x +... + a x + a x 1 1 0 1 1 0 a x + a x +... +

More information

Measuring Scales. Measuring Scales

Measuring Scales. Measuring Scales Measurig Scales To measure a legth, a metre scale is geerally used, which is graduated to cetimeter ad millimeter, ad is oe metre i legth. For the measuremet of a legth with a metre scale we adopt the

More information

September 2012 C1 Note. C1 Notes (Edexcel) Copyright - For AS, A2 notes and IGCSE / GCSE worksheets 1

September 2012 C1 Note. C1 Notes (Edexcel) Copyright   - For AS, A2 notes and IGCSE / GCSE worksheets 1 September 0 s (Edecel) Copyright www.pgmaths.co.uk - For AS, A otes ad IGCSE / GCSE worksheets September 0 Copyright www.pgmaths.co.uk - For AS, A otes ad IGCSE / GCSE worksheets September 0 Copyright

More information

REGRESSION (Physics 1210 Notes, Partial Modified Appendix A)

REGRESSION (Physics 1210 Notes, Partial Modified Appendix A) REGRESSION (Physics 0 Notes, Partial Modified Appedix A) HOW TO PERFORM A LINEAR REGRESSION Cosider the followig data poits ad their graph (Table I ad Figure ): X Y 0 3 5 3 7 4 9 5 Table : Example Data

More information

Chapter 4 : Laplace Transform

Chapter 4 : Laplace Transform 4. Itroductio Laplace trasform is a alterative to solve the differetial equatio by the complex frequecy domai ( s = σ + jω), istead of the usual time domai. The DE ca be easily trasformed ito a algebraic

More information

NUCLEATION 7.1 INTRODUCTION 7.2 HOMOGENEOUS NUCLEATION Embryos and nuclei CHAPTER 7

NUCLEATION 7.1 INTRODUCTION 7.2 HOMOGENEOUS NUCLEATION Embryos and nuclei CHAPTER 7 CHAPER 7 NUCLEAION 7.1 INRODUCION I this text, we focus our attetio o crystallie solids that form from the melt. he process begis with the creatio of a cluster of atoms of crystallie structure, which may

More information

ECONOMIC OPERATION OF POWER SYSTEMS

ECONOMIC OPERATION OF POWER SYSTEMS ECOOMC OEATO OF OWE SYSTEMS TOUCTO Oe of the earliest applicatios of o-lie cetralized cotrol was to provide a cetral facility, to operate ecoomically, several geeratig plats supplyig the loads of the system.

More information

TESTING OF THE FORCES IN CABLE OF SUSPENSION STRUCTURE AND BRIDGES

TESTING OF THE FORCES IN CABLE OF SUSPENSION STRUCTURE AND BRIDGES TSTING OF TH FORCS IN CABL OF SUSPNSION STRUCTUR AND BRIDGS Zhou, M. 1, Liu, Z. ad Liu, J. 1 College of the Muicipal Techology, Guagzhou Uiversity, Guagzhou. Guagzhou Muicipal ad Ladscape gieerig Quality

More information

Finite Element Modeling of Seismic Response of Field Fabricated Liquefied Natural Gas (LNG) Spherical Storage Vessels

Finite Element Modeling of Seismic Response of Field Fabricated Liquefied Natural Gas (LNG) Spherical Storage Vessels Egieerig, 013, 5, 543-550 doi:10.436/eg.013.56065 Published Olie Jue 013 (http://www.scirp.org/joural/eg) Fiite Elemet Modelig of Seismic Respose of Field Fabricated Liquefied Natural Gas (LNG) Spherical

More information

UNIVERSITY OF BOLTON SCHOOL OF ENGINEERING BENG (HONS) IN MECHANICAL ENGINEERING SEMESTER 1 EXAMINATION 2016/2017

UNIVERSITY OF BOLTON SCHOOL OF ENGINEERING BENG (HONS) IN MECHANICAL ENGINEERING SEMESTER 1 EXAMINATION 2016/2017 UNIVERSITY OF BOLTON TW30 SCHOOL OF ENGINEERING BENG (HONS) IN MECHANICAL ENGINEERING SEMESTER EXAMINATION 06/07 ADVANCED THERMOFLUIDS & CONTROL SYSTEMS MODULE NO: AME6005 Date: Thursday Jauary 07 Time:

More information

The axial dispersion model for tubular reactors at steady state can be described by the following equations: dc dz R n cn = 0 (1) (2) 1 d 2 c.

The axial dispersion model for tubular reactors at steady state can be described by the following equations: dc dz R n cn = 0 (1) (2) 1 d 2 c. 5.4 Applicatio of Perturbatio Methods to the Dispersio Model for Tubular Reactors The axial dispersio model for tubular reactors at steady state ca be described by the followig equatios: d c Pe dz z =

More information

We will conclude the chapter with the study a few methods and techniques which are useful

We will conclude the chapter with the study a few methods and techniques which are useful Chapter : Coordiate geometry: I this chapter we will lear about the mai priciples of graphig i a dimesioal (D) Cartesia system of coordiates. We will focus o drawig lies ad the characteristics of the graphs

More information

Exercises and Problems

Exercises and Problems HW Chapter 4: Oe-Dimesioal Quatum Mechaics Coceptual Questios 4.. Five. 4.4.. is idepedet of. a b c mu ( E). a b m( ev 5 ev) c m(6 ev ev) Exercises ad Problems 4.. Model: Model the electro as a particle

More information

Limits for the Use of Auto-Balancing

Limits for the Use of Auto-Balancing Iteratioal oural of Rotatig Machiery, 10(3): 221 226, 2004 Copyright c Taylor & Fracis Ic. ISSN: 1023-621X prit / 1542-3034 olie DOI: 10.1080/10236210490426361 Limits for the Use of Auto-Balacig Karl-Olof

More information

Appendix: The Laplace Transform

Appendix: The Laplace Transform Appedix: The Laplace Trasform The Laplace trasform is a powerful method that ca be used to solve differetial equatio, ad other mathematical problems. Its stregth lies i the fact that it allows the trasformatio

More information

BALANCING OF ROTATING MASSES

BALANCING OF ROTATING MASSES BALANCING OF ROTATING MASSES Course Cotets. Itroductio. Static Balacig.3 Types of Balacig.4 Balacig of Several Masses Rotatig i the Same Plae.5 Dyamic Balacig.6 Balacig of Several Masses Rotatig i the

More information

PILOT STUDY ON THE HORIZONTAL SHEAR BEHAVIOUR OF FRP RUBBER ISOLATORS

PILOT STUDY ON THE HORIZONTAL SHEAR BEHAVIOUR OF FRP RUBBER ISOLATORS Asia-Pacific Coferece o FRP i Structures (APFIS 2007) S.T. Smith (ed) 2007 Iteratioal Istitute for FRP i Costructio PILOT STUDY ON THE HORIZONTAL SHEAR BEHAVIOUR OF FRP RUBBER ISOLATORS T.B. Peg *, J.Z.

More information

CEE 522 Autumn Uncertainty Concepts for Geotechnical Engineering

CEE 522 Autumn Uncertainty Concepts for Geotechnical Engineering CEE 5 Autum 005 Ucertaity Cocepts for Geotechical Egieerig Basic Termiology Set A set is a collectio of (mutually exclusive) objects or evets. The sample space is the (collectively exhaustive) collectio

More information

DYNAMICS VECTOR MECHANICS FOR ENGINEERS: Mechanical Vibrations. Seventh Edition CHAPTER. Ferdinand P. Beer E. Russell Johnston, Jr.

DYNAMICS VECTOR MECHANICS FOR ENGINEERS: Mechanical Vibrations. Seventh Edition CHAPTER. Ferdinand P. Beer E. Russell Johnston, Jr. Seveth Editio CHAPTER 9 VECTOR MECHANICS FOR ENGINEERS: DYNAMICS Ferdiad P. Beer E. Russell Johsto, Jr. Mechaical Vibratios Lecture Notes: J. Walt Oler Texas Tech Uiversity 003 The McGraw-Hill Copaies,

More information

17 Phonons and conduction electrons in solids (Hiroshi Matsuoka)

17 Phonons and conduction electrons in solids (Hiroshi Matsuoka) 7 Phoos ad coductio electros i solids Hiroshi Matsuoa I this chapter we will discuss a miimal microscopic model for phoos i a solid ad a miimal microscopic model for coductio electros i a simple metal.

More information

1 Review of Probability & Statistics

1 Review of Probability & Statistics 1 Review of Probability & Statistics a. I a group of 000 people, it has bee reported that there are: 61 smokers 670 over 5 960 people who imbibe (drik alcohol) 86 smokers who imbibe 90 imbibers over 5

More information

CALCULATION OF STIFFNESS AND MASS ORTHOGONAL VECTORS

CALCULATION OF STIFFNESS AND MASS ORTHOGONAL VECTORS 14. CALCULATION OF STIFFNESS AND MASS ORTHOGONAL VECTORS LDR Vectors are Always More Accurate tha Usig the Exact Eigevectors i a Mode Superpositio Aalysis 14.1 INTRODUCTION The major reaso to calculate

More information

Position Time Graphs 12.1

Position Time Graphs 12.1 12.1 Positio Time Graphs Figure 3 Motio with fairly costat speed Chapter 12 Distace (m) A Crae Flyig Figure 1 Distace time graph showig motio with costat speed A Crae Flyig Positio (m [E] of pod) We kow

More information

OPTIMAL ALGORITHMS -- SUPPLEMENTAL NOTES

OPTIMAL ALGORITHMS -- SUPPLEMENTAL NOTES OPTIMAL ALGORITHMS -- SUPPLEMENTAL NOTES Peter M. Maurer Why Hashig is θ(). As i biary search, hashig assumes that keys are stored i a array which is idexed by a iteger. However, hashig attempts to bypass

More information

The state space model needs 5 parameters, so it is not as convenient to use in this control study.

The state space model needs 5 parameters, so it is not as convenient to use in this control study. Trasfer fuctio for of the odel G θ K ω 2 θ / v θ / v ( s) = = 2 2 vi s + 2ζωs + ω The followig slides detail a derivatio of this aalog eter odel both as state space odel ad trasfer fuctio (TF) as show

More information

Mechanical Efficiency of Planetary Gear Trains: An Estimate

Mechanical Efficiency of Planetary Gear Trains: An Estimate Mechaical Efficiecy of Plaetary Gear Trais: A Estimate Dr. A. Sriath Professor, Dept. of Mechaical Egieerig K L Uiversity, A.P, Idia E-mail: sriath_me@klce.ac.i G. Yedukodalu Assistat Professor, Dept.

More information

Physics Supplement to my class. Kinetic Theory

Physics Supplement to my class. Kinetic Theory Physics Supplemet to my class Leaers should ote that I have used symbols for geometrical figures ad abbreviatios through out the documet. Kietic Theory 1 Most Probable, Mea ad RMS Speed of Gas Molecules

More information

A CONFINEMENT MODEL OF HIGH STRENGTH CONCRETE

A CONFINEMENT MODEL OF HIGH STRENGTH CONCRETE 3 th World Coferece o Earthquake Egieerig Vacouver, B.C., Caada August -6, 24 Paper No. 873 A CONFINEMENT MODEL OF HIGH STRENGTH CONCRETE Nobutaka NAKAZAWA, Kazuhiko KAWASHIMA 2, Gakuho WATANABE 3, Ju-ichi

More information

4.3 Growth Rates of Solutions to Recurrences

4.3 Growth Rates of Solutions to Recurrences 4.3. GROWTH RATES OF SOLUTIONS TO RECURRENCES 81 4.3 Growth Rates of Solutios to Recurreces 4.3.1 Divide ad Coquer Algorithms Oe of the most basic ad powerful algorithmic techiques is divide ad coquer.

More information

SAFE HANDS & IIT-ian's PACE EDT-10 (JEE) SOLUTIONS

SAFE HANDS & IIT-ian's PACE EDT-10 (JEE) SOLUTIONS . If their mea positios coicide with each other, maimum separatio will be A. Now from phasor diagram, we ca clearly see the phase differece. SAFE HANDS & IIT-ia's PACE ad Aswer : Optio (4) 5. Aswer : Optio

More information

Problem Cosider the curve give parametrically as x = si t ad y = + cos t for» t» ß: (a) Describe the path this traverses: Where does it start (whe t =

Problem Cosider the curve give parametrically as x = si t ad y = + cos t for» t» ß: (a) Describe the path this traverses: Where does it start (whe t = Mathematics Summer Wilso Fial Exam August 8, ANSWERS Problem 1 (a) Fid the solutio to y +x y = e x x that satisfies y() = 5 : This is already i the form we used for a first order liear differetial equatio,

More information

CS322: Network Analysis. Problem Set 2 - Fall 2009

CS322: Network Analysis. Problem Set 2 - Fall 2009 Due October 9 009 i class CS3: Network Aalysis Problem Set - Fall 009 If you have ay questios regardig the problems set, sed a email to the course assistats: simlac@staford.edu ad peleato@staford.edu.

More information

Notes The Incremental Motion Model:

Notes The Incremental Motion Model: The Icremetal Motio Model: The Jacobia Matrix I the forward kiematics model, we saw that it was possible to relate joit agles θ, to the cofiguratio of the robot ed effector T I this sectio, we will see

More information

Two or more points can be used to describe a rigid body. This will eliminate the need to define rotational coordinates for the body!

Two or more points can be used to describe a rigid body. This will eliminate the need to define rotational coordinates for the body! OINTCOORDINATE FORMULATION Two or more poits ca be used to describe a rigid body. This will elimiate the eed to defie rotatioal coordiates for the body i z r i i, j r j j rimary oits: The coordiates of

More information

For example suppose we divide the interval [0,2] into 5 equal subintervals of length

For example suppose we divide the interval [0,2] into 5 equal subintervals of length Math 1206 Calculus Sec 1: Estimatig with Fiite Sums Abbreviatios: wrt with respect to! for all! there exists! therefore Def defiitio Th m Theorem sol solutio! perpedicular iff or! if ad oly if pt poit

More information

SECTION 2 Electrostatics

SECTION 2 Electrostatics SECTION Electrostatics This sectio, based o Chapter of Griffiths, covers effects of electric fields ad forces i static (timeidepedet) situatios. The topics are: Electric field Gauss s Law Electric potetial

More information