Exercise 3 Identification of parameters of the vibrating system with one degree of freedom

Similar documents
Lecture 7: Damped and Driven Oscillations

Fall 2013 Physics 172 Recitation 3 Momentum and Springs

Kinematic transformation of mechanical behavior Neville Hogan

205MPa and a modulus of elasticity E 207 GPa. The critical load 75kN. Gravity is vertically downward and the weight of link 3 is W3

Vibrations. Matti Hotokka Department of Physical Chemistry Åbo Akademi University

Rigid Body Dynamics (continued)

ENGINEERING COUNCIL CERTIFICATE LEVEL THERMODYNAMIC, FLUID AND PROCESS ENGINEERING C106 TUTORIAL 5 THE VISCOUS NATURE OF FLUIDS

Finding the Earth s magnetic field

Flipping Physics Lecture Notes: Simple Harmonic Motion Introduction via a Horizontal Mass-Spring System

CHAPTER 8b Static Equilibrium Units

Lab 11 LRC Circuits, Damped Forced Harmonic Motion

Lecture 23: Lattice Models of Materials; Modeling Polymer Solutions

Flipping Physics Lecture Notes: Simple Harmonic Motion Introduction via a Horizontal Mass-Spring System

Spring Pendulum with Dry and Viscous Damping

Dispersion Ref Feynman Vol-I, Ch-31

39th International Physics Olympiad - Hanoi - Vietnam Theoretical Problem No. 1 /Solution. Solution

EDA Engineering Design & Analysis Ltd

PHYSICS LAB Experiment 10 Fall 2004 ROTATIONAL DYNAMICS VARIABLE I, FIXED

MATHEMATICS SYLLABUS SECONDARY 5th YEAR

February 28, 2013 COMMENTS ON DIFFUSION, DIFFUSIVITY AND DERIVATION OF HYPERBOLIC EQUATIONS DESCRIBING THE DIFFUSION PHENOMENA

Cop yri ht 2006, Barr Mabillard.

Revision: August 19, E Main Suite D Pullman, WA (509) Voice and Fax

CHM112 Lab Graphing with Excel Grading Rubric

, which yields. where z1. and z2

AP Physics Laboratory #4.1: Projectile Launcher

Synchronous Motor V-Curves

LEARNING : At the end of the lesson, students should be able to: OUTCOMES a) state trigonometric ratios of sin,cos, tan, cosec, sec and cot

Unit code: H/ QCF level: 5 Credit value: 15 OUTCOME 3 - STATIC AND DYNAMIC FLUID SYSTEMS TUTORIAL 3 - VISCOSITY

Assume that the water in the nozzle is accelerated at a rate such that the frictional effect can be neglected.

Phys101 Final Code: 1 Term: 132 Wednesday, May 21, 2014 Page: 1

Phy 213: General Physics III 6/14/2007 Chapter 28 Worksheet 1

Lecture 5: Equilibrium and Oscillations

NUMBERS, MATHEMATICS AND EQUATIONS

Chapter 3. AC Machinery Fundamentals. Copyright The McGraw-Hill Companies, Inc. Permission required for reproduction or display.

Sections 15.1 to 15.12, 16.1 and 16.2 of the textbook (Robbins-Miller) cover the materials required for this topic.

Beam vibrations: Discrete mass and stiffness models

Physics 2010 Motion with Constant Acceleration Experiment 1

Review Problems 3. Four FIR Filter Types

Experiment #3. Graphing with Excel

Review of the Roll-Damping, Measurements in the T-38 Wind Tunnel

Three charges, all with a charge of 10 C are situated as shown (each grid line is separated by 1 meter).

Lab #3: Pendulum Period and Proportionalities

[COLLEGE ALGEBRA EXAM I REVIEW TOPICS] ( u s e t h i s t o m a k e s u r e y o u a r e r e a d y )

Pressure And Entropy Variations Across The Weak Shock Wave Due To Viscosity Effects

Pre-Calculus Individual Test 2017 February Regional

Part a: Writing the nodal equations and solving for v o gives the magnitude and phase response: tan ( 0.25 )

Lecture 13: Electrochemical Equilibria

( ) kt. Solution. From kinetic theory (visualized in Figure 1Q9-1), 1 2 rms = 2. = 1368 m/s

5.0 minutes. The temperature rose from

Pattern Recognition 2014 Support Vector Machines

MODULE 1. e x + c. [You can t separate a demominator, but you can divide a single denominator into each numerator term] a + b a(a + b)+1 = a + b

AP Physics Kinematic Wrap Up

Simple Models of Foundation-Soil Interactions

Differentiation Applications 1: Related Rates

Trigonometry, 8th ed; Lial, Hornsby, Schneider

ELECTRON CYCLOTRON HEATING OF AN ANISOTROPIC PLASMA. December 4, PLP No. 322

CHEM 103 Calorimetry and Hess s Law

Yeu-Sheng Paul Shiue, Ph.D 薛宇盛 Professor and Chair Mechanical Engineering Department Christian Brothers University 650 East Parkway South Memphis, TN

Corrections for the textbook answers: Sec 6.1 #8h)covert angle to a positive by adding period #9b) # rad/sec

CHAPTER 24: INFERENCE IN REGRESSION. Chapter 24: Make inferences about the population from which the sample data came.

Lim f (x) e. Find the largest possible domain and its discontinuity points. Why is it discontinuous at those points (if any)?

Solution to HW14 Fall-2002

Kinetics of Particles. Chapter 3

A.H. Helou Ph.D.~P.E.

Smoothing, penalized least squares and splines

BASD HIGH SCHOOL FORMAL LAB REPORT

Building to Transformations on Coordinate Axis Grade 5: Geometry Graph points on the coordinate plane to solve real-world and mathematical problems.

Calculating the optimum pressure and temperature for vacancy minimization from theory; Niobium is an example. Jozsef Garai

OTHER USES OF THE ICRH COUPL ING CO IL. November 1975

14. Which shows the direction of the centripetal force acting on a mass spun in a vertical circle?

14. Which shows the direction of the centripetal force acting on a mass spun in a vertical circle?

Introduction: A Generalized approach for computing the trajectories associated with the Newtonian N Body Problem

Dr M. BROUARD. 5. Thermodynamic formulation of Transition State Theory Entropy of activation. Thermochemical kinetics. CHEMICAL REACTION RATES

Chapter 2 GAUSS LAW Recommended Problems:

NAME TEMPERATURE AND HUMIDITY. I. Introduction

Math 105: Review for Exam I - Solutions

You need to be able to define the following terms and answer basic questions about them:

Relationships Between Frequency, Capacitance, Inductance and Reactance.

Physics 401 Classical Physics Laboratory. Torsional Oscillator. Contents

ECE 2100 Circuit Analysis

Hubble s Law PHYS 1301

Lecture 6: Phase Space and Damped Oscillations

Example 1. A robot has a mass of 60 kg. How much does that robot weigh sitting on the earth at sea level? Given: m. Find: Relationships: W

Chapter 9 Vector Differential Calculus, Grad, Div, Curl

2004 AP CHEMISTRY FREE-RESPONSE QUESTIONS

Determining the Accuracy of Modal Parameter Estimation Methods

FIELD QUALITY IN ACCELERATOR MAGNETS

Faculty of Engineering and Department of Physics Engineering Physics 131 Midterm Examination February 27, 2006; 7:00 pm 8:30 pm

Conceptual Dynamics SDC. An Interactive Text and Workbook. Kirstie Plantenberg Richard Hill. Better Textbooks. Lower Prices.

Quantum Harmonic Oscillator, a computational approach

AP Statistics Notes Unit Two: The Normal Distributions

STUDENT NAME: STUDENT id #: WORK ONLY 5 QUESTIONS

ENGI 4430 Parametric Vector Functions Page 2-01

o o IMPORTANT REMINDERS Reports will be graded largely on their ability to clearly communicate results and important conclusions.

Single Degree of Freedom System Forced Vibration

LCAO APPROXIMATIONS OF ORGANIC Pi MO SYSTEMS The allyl system (cation, anion or radical).

NAME: Prof. Ruiz. 1. [5 points] What is the difference between simple random sampling and stratified random sampling?

(Communicated at the meeting of January )

Support-Vector Machines

and the Doppler frequency rate f R , can be related to the coefficients of this polynomial. The relationships are:

Transcription:

Exercise 3 Identificatin f parameters f the vibrating system with ne degree f freedm Gal T determine the value f the damping cefficient, the stiffness cefficient and the amplitude f the vibratin excitatin with ne degree f freedm. These are t be understd as parameters f vibrating system. Fig. 1 Scheme f the rig Drawing at Fig. 1 presents physical mdel f the vibrating system which pssesses the fllwing elements: - stiff beam beam cnnected t the supprt rtating nde O - set f cil springs with stiffness cefficient k, - il damper with damping cefficient c, - driving spring with stiffness cefficient k 1. A spring with a stiffness factr k 1 is cnnected t the eccentric pin n the driving mtr shaft. Rtatin f the shaft creates a kinematic frcing f the upper end f this springs, apprximately described as asinωt. Due t the frce, the beam swings ut f the balance psitin by an angle φ. The deflectin f the beam is measured by a linear displacement sensr, defining the displacement x f the pint f the beam, away frm the axis f rtatin. The euatin f the linear mtin f the physical mdel f the investigated system is as fllws: B ϕ+cl c ϕ+(k+k 1 )ϕ=k 1 asinωt (1) where B is mass mment f inertia relative t its rtatin axis. Dividing E. (1) by B and multiplying by we btain: 1 1

ϕ+ cl c l ϕ+ k+k 1 l ϕ= k 1 a sinωt () Intrducing: cl c k+k 1 k ϕ=ẍ, =h, l ϕ=ẋ, =α 1 a, ϕ=x, =, (3) we can rewrite E. (1) as: B ẍ+h ẋ+α x=sin ωt (4) where: h - represents damping, α - natural freuency f the system, - kinematic excitatin amplitude. Fig. Physical mdel f the rig Euatin (4) needs t be slved (remind yurself hw t determine such slutin?) Its specific slutin is functin (5) which describes scillatry mtin f the mdel: x=a sin(ωt+β), (5) where A is amplitude f the excited scillatins and β defines phase angle shift between actual value f the kinematic excitatin and the mdel scillatins. The value f A is defined as: A=. (6) (α ω ) +4h ω As ω is varying in mathematical sense frm 0 t infinity values f A can be understd as a functin A(ω). Its general frm takes graphical representatin shwn in the drawing belw.

Fig. 3 General frm f the functin A(ω) brken line verprinted n typical values cllected frm experimental measurements cntinuus line As E. (6) cntains yet unknwn values f α, h,, these values are t be treated as parameters which we are lking fr in the excercise. The way reaching their values can be as fllwing: Determine experimental measurements graph as in Fig. 3 by measuring amplitudes t the beam amplitudes at different excitatins at the rig (cntinuus line). Amplitude at very small (practically clse t zer) excitatin ω is marked as A R0. Maximal value f the beam mtin appears at resnance freuency ω m marked as A rm. Theretical resnance graph shwn with brken line in Fig. 3 shuld be a result f calculatins using frmula (6) with sme assumptins. We assume bth graphs have t fulfill three (why?) cnditins: 1. Fr excitatin freuency ω clse t zer bth amplitudes A and A R are t be the same: A(0)= = (α 0 ) +4h 0 α =A R0. (7). At excitatin eual t the natural (resnance) freuency ω m, bth amplitudes A and A R are t be the same: A(ω m )= =A (α ω m ) Rm. (8) +4h ω m 3. At excitatin eual t the natural (resnance) freuency ω m, bth amplitudes A and A R reach their maximum values: A ω ( ω=ω m ) = [ 4ω(α ω )+8h ω] =0 (9) ((α ω m ) +4h ω ) 3 3 3

When Es. (7), (8), (9) are understd as set f algebraic euatins they can be cnverted t the fllwing results: = ω m A R0, α = ω m, h=ω m (10) where = 1 A R 0 A Rm which allws t calculate numerical values f the unknwn parameters α, h and. Next, we can identify real rig parameters values as: c= h l c, k 1 a=, k= α k 1. (11) Earlier, sme physical values were measured r determined frm basic engineering frmulas: =1.38 kgm, a=0.003 m, l c =0.54 m, =0.54 m, =0.4 m. (1) Curse f the exerciser: 1. Measure the A R amplitude vibratins fr different angular velcity values ω; number f measurements shuld be abut 15. Determine the value f ω m, fr which the amplitude f vibratins reaches the maximum value f A Rm. Determine the amplitude value A R0 at clse t zer excitatin freuency. Cpy yur results int the table as belw.. Calculate the parameter values α, h, using the frmulas (10). 3. Calculate the amplitude values A f the theretical resnance plt using the frmula (6) fr thse ω values fr which the A R was measured. 4. Draw a real and theretical resnance graphs. 5. Calculate the values f the real system parameters k, c, k 1 using frmulas (11) and the values f the parameters given in (1). 4 4

Date:.. Grup:... Name and Family name:... Mark:.... Exercise 3 Reprt Identificatin f parameters f the vibrating system with ne degree f freedm Measurements ω A R A ω m = A Rm = A R0 = Calculatin f the physical mdel parameters: = 1 A R 0 = = ω m A Rm A R 0 = α = ω m = m h=ω = Frmula fr calculatin f the theretical mdel amplitude: A= = (α ω ) +4h ω Calculatin f the real mdel parameters: c= h l c = k 1 a= = k= α k 1 = 5 5