CHAOTIC BEHAVIOR OF MECHANICAL VIBRO IMPACT SYSTEM WITH TWO DEGREES OF FREEDOM AND POSSIBILITIES OF CHAOTIC BEHAVIOR OF QUARTER VEHICLE MODEL

Size: px
Start display at page:

Download "CHAOTIC BEHAVIOR OF MECHANICAL VIBRO IMPACT SYSTEM WITH TWO DEGREES OF FREEDOM AND POSSIBILITIES OF CHAOTIC BEHAVIOR OF QUARTER VEHICLE MODEL"

Transcription

1 REGIONAL WORKSHOP TRANSPORT RESEARCH AND BUSINESS COOPERATION IN SEE 6-7 Deceber 00, Sofia CHAOTIC BEHAVIOR OF MECHANICAL VIBRO IMPACT SYSTEM WITH TWO DEGREES OF FREEDOM AND POSSIBILITIES OF CHAOTIC BEHAVIOR OF QUARTER VEHICLE MODEL M.Sc. Aleksandar Kostic, Prof. Dr Milan Kosevski, Prof. Dr. Ljupco Kocarev, Dr. Darko Danev, Dr. Igor Gjurkov Faculty of Mechanical Engineering Skopje Karpos II PO Box 6, 000 Skopje, R. Macedonia Abstract In this paper, a echanical vibro ipact syste with two degrees of freedo is analyzed. The dynaical behavior of the syste is deterined using different tools fro dynaical systes theory, including bifurcation diagras, largest Lyapunov exponent, and Poincare cross sections. Depending on the angular velocity of the excitation, the syste shows both periodic and chaotic behavior.the sae procedure is than used to exaine the possibility of chaotic behavior of quarter vehicle odel. Key words: echanical vibro ipact syste, bifurcation diagra, largest Ljapunow exponents, attractors, Poincare sections. Mechanical vibro ipact syste with with two degrees of freedo Mechanical oscillator systes, in which ipact loads occur because of utual collision of its parts or because of collision with rigid obstacles, are called ipact oscillators or vibro ipact systes [], []. A Vibro ipact phenoenon, itself, is present in different areas of applied echanics and engineering, and often is unwanted. Its presence leads to weakening of the syste, noise, even to syste destruction. Regardless the fact, weather the ipact loads in the syste is pleasant or not, research of such systes akes certain interest. Knowing that the differential equations of otion of a vibro ipact syste are with disturbed continuity, it is ore convenient to observe the systes behavior with the chaos theory tools, than to do it directly through the differential equations of otion. F =a sin(ωt) F =a sin(ωt)

2 b b B c c c x x Fig.. Model of vibro ipact syste with two degrees of freedo A odel of vibro ipact syste with two degrees of freedo is shown on fig. []. The syste oscillates under the extern excitations F and F. During the oscillations, the ass ipacts the rigid obstacle and so the continuity of the oveent of the syste changes. Depending on the paraeters of the syste, the distortion of the continuity of the oveent of the syste can lead to destruction of the periodical oveent and appearance of chaos [8], [9]. The syste equations of otion are given below. The ipact load is odeled with additional spring c, with variable stiffness depending on the position of the ass. In other words, when there is no ipact, the stiffness of the spring c is zero, and at the sae oent when the ipact occurs, the stiffness of the spring c is enorously big and siulates rigid obstacle. That is: && x && x = y = + c x + c x + c c ( x x ) + b x& + b ( x& x& ) = a sin( ωt) ( x x ) b ( x& x& ) = a sin( ωt) ( a sin( ωt) ( c y + c ( y y ) + b y + b ( y y ))) = y = ( a sin( ωt) c y + c ( y y ) + b ( y y )) Where: y = x; y = x& ; y = x; y = x&. Analyses of the dynaical behavior of the syste Vibro ipact syste with the following paraeters is being analyzed: c c = 00 kg; = 50 kg; = N = 969 N ; ; c b 0, = 000 c = 000 Ns ; ( x B), ( x > B) ; b a a = 0; = 0; = 00 N; B = 0.0. The syste equations of otion show that its attractor lies in a four diensional phase space [], [5]. A bifurcation diagra of the syste is shown on fig.. It shows the relation between the ass oveent and angular velocity of the excitation ω, which is taken as a bifurcation paraeter.

3 x Fig.. Bifurcation diagra The projections of the Poincare sections on the x axis, for different values of the angular velocity ω, are given on the ordinate axis. The bifurcation paraeter ω which is in between 0,5 and 7 rad/s, with step of 0,0 rad/s, is given on the abscissa axis. The bifurcation diagra iplies on a variable nature of the syste behavior, depending on the angular velocity of the excitation. At sall values of the angular velocity, the syste behavior is periodical. On the other hand, at greater values of the angular velocity, the syste behavior is chaotic. Additional proof for the chaotic behavior of the syste is the positive value of the largest Ljapunow exponent for certain values of the angular velocity [8], [9]. The variation of the largest Ljapunow exponent in relation with the angular velocity of the excitation, which refers to the bifurcation diagra fro fig., is shown on fig.. ω λax Fig.. Largest Ljapunow exponent λ ax in relation with the angular velocity of the excitation ω ω

4 Cobined analyses of the bifurcation diagra and the variation of the largest Ljapunow exponent λ ax in relation with the angular velocity of the excitation ω, exactly defines the zones of periodic and chaotic behavior of the syste. Syste attractors and Poincare projections for different values of ω are shown on the following figures. For the ω interval (0.) rad/s, the syste behavior is periodic. The projection of the periodical syste attractor on ( x, x & ) plane and projection of the Poincare cross section on the sae plane, for ω=. rad/s, are shown on fig.. It can be noticed, fro the figure, that the otion of the syste is with the sae period as the excitation of the syste. x' x' a) b) x x Fig.. Projection of the syste attractor (a) and Poincare cross section (b) for ω=. rad/s All Poincare projections, in this part, are obtained at the oents when the excitation reaches its axiu value. Crossover fro periodic to chaotic behavior happens in ω interval (..) rad/s. With bifurcation paraeter increasing, the syste wonders between chaotic and periodic behavior. This wondering lasts till ω=.6 rad/s. A projection of a periodic syste attractor and Poincare cross section fro the zone with doinant chaotic syste behavior, for ω=.6 rad/s, are shown on fig.5. x' x' a) x b) x Fig.5. Projection of the syste attractor (a) and Poincare cross section (b) for ω=.6 rad/s

5 Projections of chaotic syste attractors and Poincare cross sections for different ω values within the entioned zone with doinant chaotic syste behavior are shown on fig.6. The largest Ljapunow exponents are given within the shown projections. ω=. λ ax =0.88 x' x' ω=. x x ω=. ω=. λ ax =0.789 x' x' ω=. x x' x' x ω=. λ ax =0.905 a) b) x x Fig.6. Projection of the syste attractor (a) and Poincare cross section (b) for ω=., ω=. and ω=. rad/s

6 With bifurcation paraeter increasing over ω=.6 rad/s, the behavior of the syste changes fro periodic to chaotic and stays chaotic till the end of the observed ω interval. Projections of chaotic syste attractors and Poincare cross sections for different ω values within the zone defined with ω>.6 rad/s, are shown on fig.7. ω=.6 λ ax =0.98 x' x' x x ω=5.6 x' x' λ ax =0.89 x x ω=6 x' x' λ ax =0.95 a) b) x x Fig.7. Projection of the syste attractor (a) and Poincare cross section (b) for ω=.6, ω=5.6 and ω=6 rad/s

7 Quarter nonlinear vehicle dynaical odel with two degrees of freedo Quarter vehicle dynaical odel with real suspension characteristics is a nonlinear and dissipative syste. Considering this fact, the analyses of its dynaical behavior can be conducted with the chaos theory tools. Because we are considering a echanical syste, with stable linear version, at first it sees that the chaos theory does not overtakes the classical vehicle dynaical behavior research ethods. On the other hand, the chaos theory will at least show the sae results as the classical ethods, and will point out all hidden phenoena in the syste behavior, if they exist. Quarter nonlinear vehicle dynaical odel with two degrees of freedo is shown on fig.8 [], [], [6]. The equations of otion are given below []. b c z (t) b c z (t) z 0 (t) Fig.8. Quarter nonlinear vehicle dynaical odel with two degrees of freedo && z && z + c + c ( z z0 ) + c ( z z ) + b ( z& z& ) ( z z ) + b ( z& z& ) = 0 = 0 That is: ( c ( y a ( ωt) ) + c ( y y ) + b ( y y )) = sin = y = = y ( c ( y y ) + b ( y y )) Where: y = z& ; y = z; y = z& ; y = z. The excitation of the syste z 0 (t) is introduced through haronic sine function that siulates the road surface. The velocity of the vehicles odel is iplicitly presented by the angular velocity of the excitation []. In the equations of otion, the duping in the tyre because of its insignificant value is oitted [], [5].

8 Analyses of the dynaical behavior of the syste Quarter nonlinear vehicle dynaical odel with two degrees of freedo with the following paraeters is being analyzed. Unsprunged ass =8 kg; Sprunged ass =80 kg; Tyre stiffness coefficient c =70000 N/ [5]; Suspension spring stiffness coefficient c =, N/; Duping coefficient at rebound b i =00 Ns/, duping coefficient at copression b z =5 Ns/ [7]. The syste equations of otion, like those of the above observed vibro ipact syste, show that the syste attractor lays in a four diensional phase space. The projection of the systes attractor on ( z, z & ) plane, for the velocity of the vehicles odel v=0 /s, is shown on fig.9. Fig.9. Projection of the systes attractor It is an ideal attractor that points on a periodic oveent of the syste, with the sae period as the syste excitation [8]. The relationship between the oveent of the sprunged ass and the velocity of the syste, at the oents when the excitation reaches its axiu value, is shown on fig.0. z z z' v Fig.0. Moveent of the sprunged ass in relation with the velocity of the syste

9 The diagra on fig.0 is obtained fro the Poincare projections for various syste velocities, and indicates on stable periodic behavior of the syste through out the whole considered velocity interval. CONCLUSIONS The dynaical analyses of the echanical vibro ipact syste with two degrees of freedo through the bifurcation diagra, Ljapunow exponents, syste attractors and Poincare projections iplies on its periodic and chaotic behavior in relation with the angular velocity of the excitation. If the influence of the other syste paraeters on its behavior is taken into consideration during the dynaic analyses, it will lead to full picture of the conditions at which a chaos exists in vibro ipact systes with two degrees of freedo. In this way, with appropriate choice of the syste paraeters during the design process, the ipact load will be set on a level at which it will not lead to an unexpected chaotic syste behavior. On the other hand, the syste attractor and the Poincare projections throw out the possibility of whatever chaotic behavior of the quarter nonlinear vehicle dynaical odel with two degrees of freedo. This stateent opposes soe articles that states chaotic behavior of quarter nonlinear vehicle dynaical odel with two degrees of freedo [0],[]. Besides this fact, the vehicle alone is too coplex syste, just not to consider the idea of chaos eleents existing in its behavior. Considering the fact that the equations of otion of a quarter nonlinear vehicle dynaical odel with two degrees of freedo are siilar to those of the above considered vibro ipact syste, than there is a great possibility for a chaotic behavior to occur if an ipact load is ipleented in the syste. REFERENCES. Dragi Danev, "Teorija na dvi`ewe na otorni vozila", Ma{inski Fakultet-Skopje, 999. Dragi Danev, "Konstrukcija na otornite vozila", Ma{inski Fakultet-Skopje, 000. Dushan Siic "Dinaika otornih vozila ", Masinski fakultet Kragujevac, Gjurkov I., Davčev T., Siulation of a quarter vehicle odel using procedures for on-vehicle testing of the dapers, Proceedings of the Faculty of Mechanical Engineering Skopje, Vol., No., pp 7-, Skopje, Hans B. Pacejka, "Tire and Vehicle Dynaics", SAE International, J. Reipell and H. Stoll, "The Autootive Chassis: Engineering Principles", Butterworth Heineann, John Dixon, "The Shock Absorber Handbook", SAE, John Banks, Valentina Dragan, Arthur Jones, "Chaos: A Matheatical Introduction", Cabridge University Press, T.S. Parker and L.O. Chua, "Practical Nuerical Algoriths for Chaotic Systes", Springer, Q. Zhu, M. Ishitobi, "Chaos and bifurcations in a nonlinear vehicle odel", Journal of Sound and Vibration, Vol. 75, Issues -5, pp. 6-6, 00. Q. Zhu, M. Ishitobi, "Chaotic vibrations of a nonlinear full-vehicle odel", International Journal of Solids and Structures, Vol., pp , 006. Ulrich Parlitz and Werner Lauterborn, "Period-doubling cascades and devil s staircases of the driven van der Pol oscillator", Physical review A6, 8-, 987. C.J. Begley and L.N. Virgin, "On the OGY Control of an Ipact-Friction Oscillator", Journal of Vibration and Control, Vol.7, pp. 9-9, 00. G.L.Wen and J.H.Xie, "Period-Doubling Bifurcation and Non-Typical Route to Chaos of a Two Degree of Freedo Vibro Ipact Syste", ASME, Journal of Applied Mechanics, Vol. 68 Nr., Lesley Ann Low, Per G. Reinhall, Duane W. Storti, "An Investigation of Coupled van der Pol Oscillators", ASME, Journal of Vibration and Acoustics, Vol. 5 Nr., 00

Chapter 1: Basics of Vibrations for Simple Mechanical Systems

Chapter 1: Basics of Vibrations for Simple Mechanical Systems Chapter 1: Basics of Vibrations for Siple Mechanical Systes Introduction: The fundaentals of Sound and Vibrations are part of the broader field of echanics, with strong connections to classical echanics,

More information

Chapter 2: Introduction to Damping in Free and Forced Vibrations

Chapter 2: Introduction to Damping in Free and Forced Vibrations Chapter 2: Introduction to Daping in Free and Forced Vibrations This chapter ainly deals with the effect of daping in two conditions like free and forced excitation of echanical systes. Daping plays an

More information

Part IA Paper 1: Mechanical Engineering MECHANICAL VIBRATIONS Examples paper 3

Part IA Paper 1: Mechanical Engineering MECHANICAL VIBRATIONS Examples paper 3 ENGINEERING Part IA Paper 1: Mechanical Engineering MECHANICAL VIBRATIONS Exaples paper 3 IRST YEAR Straightforward questions are ared with a Tripos standard questions are ared *. Systes with two or ore

More information

On the Mutual Coefficient of Restitution in Two Car Collinear Collisions

On the Mutual Coefficient of Restitution in Two Car Collinear Collisions /4/006 physics/06068 On the Mutual Coefficient of Restitution in Two Car Collinear Collisions Milan Batista University of Ljubljana, Faculty of Maritie Studies and Transportation Pot poorscakov 4, Slovenia,

More information

EN40: Dynamics and Vibrations. Final Examination Monday May : 2pm-5pm

EN40: Dynamics and Vibrations. Final Examination Monday May : 2pm-5pm EN40: Dynaics and Vibrations Final Exaination Monday May 13 013: p-5p School of Engineering Brown University NAME: General Instructions No collaboration of any kind is peritted on this exaination. You

More information

Lecture #8-3 Oscillations, Simple Harmonic Motion

Lecture #8-3 Oscillations, Simple Harmonic Motion Lecture #8-3 Oscillations Siple Haronic Motion So far we have considered two basic types of otion: translation and rotation. But these are not the only two types of otion we can observe in every day life.

More information

ACTIVE VIBRATION CONTROL FOR STRUCTURE HAVING NON- LINEAR BEHAVIOR UNDER EARTHQUAKE EXCITATION

ACTIVE VIBRATION CONTROL FOR STRUCTURE HAVING NON- LINEAR BEHAVIOR UNDER EARTHQUAKE EXCITATION International onference on Earthquae Engineering and Disaster itigation, Jaarta, April 14-15, 8 ATIVE VIBRATION ONTROL FOR TRUTURE HAVING NON- LINEAR BEHAVIOR UNDER EARTHQUAE EXITATION Herlien D. etio

More information

In this chapter we will start the discussion on wave phenomena. We will study the following topics:

In this chapter we will start the discussion on wave phenomena. We will study the following topics: Chapter 16 Waves I In this chapter we will start the discussion on wave phenoena. We will study the following topics: Types of waves Aplitude, phase, frequency, period, propagation speed of a wave Mechanical

More information

Analysis of Impulsive Natural Phenomena through Finite Difference Methods A MATLAB Computational Project-Based Learning

Analysis of Impulsive Natural Phenomena through Finite Difference Methods A MATLAB Computational Project-Based Learning Analysis of Ipulsive Natural Phenoena through Finite Difference Methods A MATLAB Coputational Project-Based Learning Nicholas Kuia, Christopher Chariah, Mechatronics Engineering, Vaughn College of Aeronautics

More information

NUMERICAL MODELLING OF THE TYRE/ROAD CONTACT

NUMERICAL MODELLING OF THE TYRE/ROAD CONTACT NUMERICAL MODELLING OF THE TYRE/ROAD CONTACT PACS REFERENCE: 43.5.LJ Krister Larsson Departent of Applied Acoustics Chalers University of Technology SE-412 96 Sweden Tel: +46 ()31 772 22 Fax: +46 ()31

More information

Robustness Experiments for a Planar Hopping Control System

Robustness Experiments for a Planar Hopping Control System To appear in International Conference on Clibing and Walking Robots Septeber 22 Robustness Experients for a Planar Hopping Control Syste Kale Harbick and Gaurav S. Sukhate kale gaurav@robotics.usc.edu

More information

ma x = -bv x + F rod.

ma x = -bv x + F rod. Notes on Dynaical Systes Dynaics is the study of change. The priary ingredients of a dynaical syste are its state and its rule of change (also soeties called the dynaic). Dynaical systes can be continuous

More information

ACCUMULATION OF FLUID FLOW ENERGY BY VIBRATIONS EXCITATION IN SYSTEM WITH TWO DEGREE OF FREEDOM

ACCUMULATION OF FLUID FLOW ENERGY BY VIBRATIONS EXCITATION IN SYSTEM WITH TWO DEGREE OF FREEDOM ENGINEERING FOR RURAL DEVELOPMENT Jelgava, 9.-.5.8. ACCUMULATION OF FLUID FLOW ENERGY BY VIBRATION EXCITATION IN YTEM WITH TWO DEGREE OF FREEDOM Maris Eiduks, Janis Viba, Lauris tals Riga Technical University,

More information

Physics 2210 Fall smartphysics 20 Conservation of Angular Momentum 21 Simple Harmonic Motion 11/23/2015

Physics 2210 Fall smartphysics 20 Conservation of Angular Momentum 21 Simple Harmonic Motion 11/23/2015 Physics 2210 Fall 2015 sartphysics 20 Conservation of Angular Moentu 21 Siple Haronic Motion 11/23/2015 Exa 4: sartphysics units 14-20 Midter Exa 2: Day: Fri Dec. 04, 2015 Tie: regular class tie Section

More information

Simple Schemes of Multi anchored Flexible Walls Dynamic Behavior

Simple Schemes of Multi anchored Flexible Walls Dynamic Behavior 6 th International Conference on Earthquake Geotechnical Engineering -4 Noveber 05 Christchurch, New Zealand Siple Schees of Multi anchored Flexible Walls Dynaic Behavior A. D. Garini ABSTRACT Siple schees

More information

821. Study on analysis method for deepwater TTR coupled vibration of parameter vibration and vortex-induced vibration

821. Study on analysis method for deepwater TTR coupled vibration of parameter vibration and vortex-induced vibration 81. Study on analysis ethod for deepwater TTR coupled vibration of paraeter vibration and vortex-induced vibration Wu Xue-Min 1, Huang Wei-Ping Shandong Key aboratory of Ocean Engineering, Ocean University

More information

EN40: Dynamics and Vibrations. Final Examination Tuesday May 15, 2011

EN40: Dynamics and Vibrations. Final Examination Tuesday May 15, 2011 EN40: ynaics and Vibrations Final Exaination Tuesday May 15, 011 School of Engineering rown University NME: General Instructions No collaboration of any ind is peritted on this exaination. You ay use double

More information

Ufuk Demirci* and Feza Kerestecioglu**

Ufuk Demirci* and Feza Kerestecioglu** 1 INDIRECT ADAPTIVE CONTROL OF MISSILES Ufuk Deirci* and Feza Kerestecioglu** *Turkish Navy Guided Missile Test Station, Beykoz, Istanbul, TURKEY **Departent of Electrical and Electronics Engineering,

More information

DETECTION OF NONLINEARITY IN VIBRATIONAL SYSTEMS USING THE SECOND TIME DERIVATIVE OF ABSOLUTE ACCELERATION

DETECTION OF NONLINEARITY IN VIBRATIONAL SYSTEMS USING THE SECOND TIME DERIVATIVE OF ABSOLUTE ACCELERATION DETECTION OF NONLINEARITY IN VIBRATIONAL SYSTEMS USING THE SECOND TIME DERIVATIVE OF ABSOLUTE ACCELERATION Masaki WAKUI 1 and Jun IYAMA and Tsuyoshi KOYAMA 3 ABSTRACT This paper shows a criteria to detect

More information

Modeling & Analysis of the International Space Station

Modeling & Analysis of the International Space Station Modeling & Analysis of the International Space Station 1 Physical Syste Solar Alpha Rotary Joints Physical Syste Rotor Stator Gear Train Solar Array Inboard Body Outboard Body +x Solar Array 3 Physical

More information

A. Mitra 1, N. Benerjee 1, H. A. Khalane 2, M. A. Sonawane 2, D. R. Joshi 2, G.R. Bagul 2

A. Mitra 1, N. Benerjee 1, H. A. Khalane 2, M. A. Sonawane 2, D. R. Joshi 2, G.R. Bagul 2 OSR Journal of Mechanical and ivil Engineering (OSR-JME) SSN(e) : 78-684, SSN(p) : 3 334X, PP : -33 www.iojournals.org Siulation and Analysis of Full ar Model for various Road profile on a analytically

More information

Simple Harmonic Motion

Simple Harmonic Motion Reading: Chapter 15 Siple Haronic Motion Siple Haronic Motion Frequency f Period T T 1. f Siple haronic otion x ( t) x cos( t ). Aplitude x Phase Angular frequency Since the otion returns to its initial

More information

Design and Experimental Research of Atomizer Based on Micro Abrasive Ultrasonic Polishing Bang-fu WANG, Yin ZHEN, Juan SONG and A-chun ZHU

Design and Experimental Research of Atomizer Based on Micro Abrasive Ultrasonic Polishing Bang-fu WANG, Yin ZHEN, Juan SONG and A-chun ZHU 217 3rd International Conference on Applied Mechanics and Mechanical Autoation (AMMA 217) ISBN: 978-1-6595-479- Design and Experiental Research of Atoizer Based on Micro Abrasive Ultrasonic Polishing Bang-fu

More information

Analysis of ground vibration transmission in high precision equipment by Frequency Based Substructuring

Analysis of ground vibration transmission in high precision equipment by Frequency Based Substructuring Analysis of ground vibration transission in high precision equipent by Frequency Based Substructuring G. van Schothorst 1, M.A. Boogaard 2, G.W. van der Poel 1, D.J. Rixen 2 1 Philips Innovation Services,

More information

OSCILLATIONS AND WAVES

OSCILLATIONS AND WAVES OSCILLATIONS AND WAVES OSCILLATION IS AN EXAMPLE OF PERIODIC MOTION No stories this tie, we are going to get straight to the topic. We say that an event is Periodic in nature when it repeats itself in

More information

T m. Fapplied. Thur Oct 29. ω = 2πf f = (ω/2π) T = 1/f. k m. ω =

T m. Fapplied. Thur Oct 29. ω = 2πf f = (ω/2π) T = 1/f. k m. ω = Thur Oct 9 Assignent 10 Mass-Spring Kineatics (x, v, a, t) Dynaics (F,, a) Tie dependence Energy Pendulu Daping and Resonances x Acos( ωt) = v = Aω sin( ωt) a = Aω cos( ωt) ω = spring k f spring = 1 k

More information

System Modeling and Control of a Clutch Actuator System for Dual Clutch Transmissions

System Modeling and Control of a Clutch Actuator System for Dual Clutch Transmissions Syste Modeling and Control of a Clutch Actuator Syste for Dual Clutch Transissions Jinsung Ki *) Seibu B. Choi ) Heerak Lee ) Jiwoo Kang ) Mandae Hur ) ) Departent of Mechanical Engineering, KAIST, 9 Daehak-ro,

More information

4.7. Springs and Conservation of Energy. Conservation of Mechanical Energy

4.7. Springs and Conservation of Energy. Conservation of Mechanical Energy Springs and Conservation of Energy Most drivers try to avoid collisions, but not at a deolition derby like the one shown in Figure 1. The point of a deolition derby is to crash your car into as any other

More information

SEISMIC FRAGILITY ANALYSIS

SEISMIC FRAGILITY ANALYSIS 9 th ASCE Specialty Conference on Probabilistic Mechanics and Structural Reliability PMC24 SEISMIC FRAGILITY ANALYSIS C. Kafali, Student M. ASCE Cornell University, Ithaca, NY 483 ck22@cornell.edu M. Grigoriu,

More information

In the session you will be divided into groups and perform four separate experiments:

In the session you will be divided into groups and perform four separate experiments: Mechanics Lab (Civil Engineers) Nae (please print): Tutor (please print): Lab group: Date of lab: Experients In the session you will be divided into groups and perfor four separate experients: (1) air-track

More information

Comparison of Stability of Selected Numerical Methods for Solving Stiff Semi- Linear Differential Equations

Comparison of Stability of Selected Numerical Methods for Solving Stiff Semi- Linear Differential Equations International Journal of Applied Science and Technology Vol. 7, No. 3, Septeber 217 Coparison of Stability of Selected Nuerical Methods for Solving Stiff Sei- Linear Differential Equations Kwaku Darkwah

More information

COULD A VARIABLE MASS OSCILLATOR EXHIBIT THE LATERAL INSTABILITY?

COULD A VARIABLE MASS OSCILLATOR EXHIBIT THE LATERAL INSTABILITY? Kragujevac J. Sci. 3 (8) 3-44. UDC 53.35 3 COULD A VARIABLE MASS OSCILLATOR EXHIBIT THE LATERAL INSTABILITY? Nebojša Danilović, Milan Kovačević and Vukota Babović Institute of Physics, Faculty of Science,

More information

ANALYSIS OF HALL-EFFECT THRUSTERS AND ION ENGINES FOR EARTH-TO-MOON TRANSFER

ANALYSIS OF HALL-EFFECT THRUSTERS AND ION ENGINES FOR EARTH-TO-MOON TRANSFER IEPC 003-0034 ANALYSIS OF HALL-EFFECT THRUSTERS AND ION ENGINES FOR EARTH-TO-MOON TRANSFER A. Bober, M. Guelan Asher Space Research Institute, Technion-Israel Institute of Technology, 3000 Haifa, Israel

More information

2 Q 10. Likewise, in case of multiple particles, the corresponding density in 2 must be averaged over all

2 Q 10. Likewise, in case of multiple particles, the corresponding density in 2 must be averaged over all Lecture 6 Introduction to kinetic theory of plasa waves Introduction to kinetic theory So far we have been odeling plasa dynaics using fluid equations. The assuption has been that the pressure can be either

More information

= T. Oscillations and Waves. Example of an Oscillating System IB 12 IB 12

= T. Oscillations and Waves. Example of an Oscillating System IB 12 IB 12 Oscillation: the vibration of an object Oscillations and Waves Eaple of an Oscillating Syste A ass oscillates on a horizontal spring without friction as shown below. At each position, analyze its displaceent,

More information

Question 1. [14 Marks]

Question 1. [14 Marks] 6 Question 1. [14 Marks] R r T! A string is attached to the dru (radius r) of a spool (radius R) as shown in side and end views here. (A spool is device for storing string, thread etc.) A tension T is

More information

MATHEMATICAL MODEL OF THE ENERGETIC CONSUMPTION FOR SOIL DIGGING MACHINES IN GREENHOUSES

MATHEMATICAL MODEL OF THE ENERGETIC CONSUMPTION FOR SOIL DIGGING MACHINES IN GREENHOUSES Bulletin of the Transilvania University of Braşov Vol. 3 (5) - 00 Series II: Forestry Wood Industry Agricultural Food Engineering MATHEMATICAL MODEL OF THE ENERGETIC CONSUMPTION FOR SOIL DIGGING MACHINES

More information

Student Book pages

Student Book pages Chapter 7 Review Student Boo pages 390 39 Knowledge. Oscillatory otion is otion that repeats itself at regular intervals. For exaple, a ass oscillating on a spring and a pendulu swinging bac and forth..

More information

Commun Nonlinear Sci Numer Simulat

Commun Nonlinear Sci Numer Simulat Coun Nonlinear Sci Nuer Siulat 17 (2012) 1980 1985 Contents lists available at SciVerse ScienceDirect Coun Nonlinear Sci Nuer Siulat journal hoepage: www.elsevier.co/locate/cnsns Using delayed daping to

More information

Chapter 28: Alternating Current

Chapter 28: Alternating Current hapter 8: Alternating urrent Phasors and Alternating urrents Alternating current (A current) urrent which varies sinusoidally in tie is called alternating current (A) as opposed to direct current (D).

More information

Influence lines for statically indeterminate structures. I. Basic concepts about the application of method of forces.

Influence lines for statically indeterminate structures. I. Basic concepts about the application of method of forces. Influence lines for statically indeterinate structures I. Basic concepts about the application of ethod of forces. The plane frae structure given in Fig. is statically indeterinate or redundant with degree

More information

Using a De-Convolution Window for Operating Modal Analysis

Using a De-Convolution Window for Operating Modal Analysis Using a De-Convolution Window for Operating Modal Analysis Brian Schwarz Vibrant Technology, Inc. Scotts Valley, CA Mark Richardson Vibrant Technology, Inc. Scotts Valley, CA Abstract Operating Modal Analysis

More information

Simple Harmonic Motion

Simple Harmonic Motion Siple Haronic Motion Physics Enhanceent Prograe for Gifted Students The Hong Kong Acadey for Gifted Education and Departent of Physics, HKBU Departent of Physics Siple haronic otion In echanical physics,

More information

THE NEW EXTREMAL CRITERION OF STABILITY

THE NEW EXTREMAL CRITERION OF STABILITY UDC 517.9+531.3 T. G. Stryzhak THE NEW EXTREMAL CRITERION OF STABILITY Introduction It would be rather difficult to list all the publications about the Pendulu. Throughout history, oscillations of pendulu

More information

ANALYSIS ON RESPONSE OF DYNAMIC SYSTEMS TO PULSE SEQUENCES EXCITATION

ANALYSIS ON RESPONSE OF DYNAMIC SYSTEMS TO PULSE SEQUENCES EXCITATION The 4 th World Conference on Earthquake Engineering October -7, 8, Beijing, China ANALYSIS ON RESPONSE OF DYNAMIC SYSTEMS TO PULSE SEQUENCES EXCITATION S. Li C.H. Zhai L.L. Xie Ph. D. Student, School of

More information

CHECKLIST. r r. Newton s Second Law. natural frequency ω o (rad.s -1 ) (Eq ) a03/p1/waves/waves doc 9:19 AM 29/03/05 1

CHECKLIST. r r. Newton s Second Law. natural frequency ω o (rad.s -1 ) (Eq ) a03/p1/waves/waves doc 9:19 AM 29/03/05 1 PHYS12 Physics 1 FUNDAMENTALS Module 3 OSCILLATIONS & WAVES Text Physics by Hecht Chapter 1 OSCILLATIONS Sections: 1.5 1.6 Exaples: 1.6 1.7 1.8 1.9 CHECKLIST Haronic otion, periodic otion, siple haronic

More information

MASSACHUSETTS INSTITUTE OF TECHNOLOGY Department of Mechanical Engineering 2.010: Systems Modeling and Dynamics III. Final Examination Review Problems

MASSACHUSETTS INSTITUTE OF TECHNOLOGY Department of Mechanical Engineering 2.010: Systems Modeling and Dynamics III. Final Examination Review Problems ASSACHUSETTS INSTITUTE OF TECHNOLOGY Departent of echanical Engineering 2.010: Systes odeling and Dynaics III Final Eaination Review Probles Fall 2000 Good Luck And have a great winter break! page 1 Proble

More information

Mathematical Models to Determine Stable Behavior of Complex Systems

Mathematical Models to Determine Stable Behavior of Complex Systems Journal of Physics: Conference Series PAPER OPEN ACCESS Matheatical Models to Deterine Stable Behavior of Coplex Systes To cite this article: V I Suin et al 08 J. Phys.: Conf. Ser. 05 0336 View the article

More information

Chapter 11: Vibration Isolation of the Source [Part I]

Chapter 11: Vibration Isolation of the Source [Part I] Chapter : Vibration Isolation of the Source [Part I] Eaple 3.4 Consider the achine arrangeent illustrated in figure 3.. An electric otor is elastically ounted, by way of identical isolators, to a - thick

More information

WileyPLUS Assignment 3. Next Week

WileyPLUS Assignment 3. Next Week WileyPLUS Assignent 3 Chapters 6 & 7 Due Wednesday, Noveber 11 at 11 p Next Wee No labs of tutorials Reebrance Day holiday on Wednesday (no classes) 24 Displaceent, x Mass on a spring ωt = 2π x = A cos

More information

Impulsive Control of a Mechanical Oscillator with Friction

Impulsive Control of a Mechanical Oscillator with Friction 9 Aerican Control Conference Hyatt Regency Riverfront, St. Louis, MO, USA June -, 9 ThC8. Ipulsive Control of a Mechanical Oscillator with Friction Yury Orlov, Raul Santiesteban, and Luis T. Aguilar Abstract

More information

Nonlinear Control of Full-Vehicle Active Suspensions with Backstepping Design Scheme

Nonlinear Control of Full-Vehicle Active Suspensions with Backstepping Design Scheme Proceedings of the 7th World Congress The International Federation of Autoatic Control Nonlinear Control of Full-Vehicle Active Suspensions with Backstepping Design Schee Jia-Wei Hu Jung-Shan Lin Departent

More information

FOUNDATION STUDIES EXAMINATIONS January 2016

FOUNDATION STUDIES EXAMINATIONS January 2016 1 FOUNDATION STUDIES EXAMINATIONS January 2016 PHYSICS Seester 2 Exa July Fast Track Tie allowed 2 hours for writing 10 inutes for reading This paper consists of 4 questions printed on 11 pages. PLEASE

More information

SEISMIC SAFETY OF BRIDGE CRANE STEEL STRUCTURES OPERATING IN NPP

SEISMIC SAFETY OF BRIDGE CRANE STEEL STRUCTURES OPERATING IN NPP SEISMIC SAFETY OF BRIDGE CRANE STEEL STRUCTURES OPERATING IN NPP Kalin RADLOV*, Vesko PANOV** *University of Architecture, Civil Engineering and Geodesy Sofia, Bulgaria **Technical University Sofia, Bulgaria

More information

NAME NUMBER SEC. PHYCS 101 SUMMER 2001/2002 FINAL EXAME:24/8/2002. PART(I) 25% PART(II) 15% PART(III)/Lab 8% ( ) 2 Q2 Q3 Total 40%

NAME NUMBER SEC. PHYCS 101 SUMMER 2001/2002 FINAL EXAME:24/8/2002. PART(I) 25% PART(II) 15% PART(III)/Lab 8% ( ) 2 Q2 Q3 Total 40% NAME NUMER SEC. PHYCS 101 SUMMER 2001/2002 FINAL EXAME:24/8/2002 PART(I) 25% PART(II) 15% PART(III)/Lab 8% ( ) 2.5 Q1 ( ) 2 Q2 Q3 Total 40% Use the followings: Magnitude of acceleration due to gravity

More information

5.1 m is therefore the maximum height of the ball above the window. This is 25.1 m above the ground. (b)

5.1 m is therefore the maximum height of the ball above the window. This is 25.1 m above the ground. (b) .6. Model: This is a case of free fall, so the su of the kinetic and gravitational potential energy does not change as the ball rises and falls. The figure shows a ball s before-and-after pictorial representation

More information

Physics 2107 Oscillations using Springs Experiment 2

Physics 2107 Oscillations using Springs Experiment 2 PY07 Oscillations using Springs Experient Physics 07 Oscillations using Springs Experient Prelab Read the following bacground/setup and ensure you are failiar with the concepts and theory required for

More information

PH 221-2A Fall Waves - I. Lectures Chapter 16 (Halliday/Resnick/Walker, Fundamentals of Physics 9 th edition)

PH 221-2A Fall Waves - I. Lectures Chapter 16 (Halliday/Resnick/Walker, Fundamentals of Physics 9 th edition) PH 1-A Fall 014 Waves - I Lectures 4-5 Chapter 16 (Halliday/Resnick/Walker, Fundaentals of Physics 9 th edition) 1 Chapter 16 Waves I In this chapter we will start the discussion on wave phenoena. We will

More information

Determining a Function for the Damping Coefficient of a laminated Stack

Determining a Function for the Damping Coefficient of a laminated Stack DOI: 10.435/UB.OVGU-017-093 TECHNISCHE MECHANIK, 37, -5, (017), 161 170 subitted: June 9, 017 Deterining a Function for the Daping Coefficient of a lainated Stack C. Zahalka, K. Ellerann The design of

More information

9 HOOKE S LAW AND SIMPLE HARMONIC MOTION

9 HOOKE S LAW AND SIMPLE HARMONIC MOTION Experient 9 HOOKE S LAW AND SIMPLE HARMONIC MOTION Objectives 1. Verify Hoo s law,. Measure the force constant of a spring, and 3. Measure the period of oscillation of a spring-ass syste and copare it

More information

Simple Harmonic Motion of Spring

Simple Harmonic Motion of Spring Nae P Physics Date iple Haronic Motion and prings Hooean pring W x U ( x iple Haronic Motion of pring. What are the two criteria for siple haronic otion? - Only restoring forces cause siple haronic otion.

More information

Comparison Studies on Dynamic Packaging Properties of Corrugated Paperboard Pads

Comparison Studies on Dynamic Packaging Properties of Corrugated Paperboard Pads Engineering, 2010, 2, 378-386 doi:10.4236/eng.2010.25049 Published Online May 2010 (http://www.scirp.org/journal/eng) Coparison Studies on Dynaic Packaging Properties of Corrugated Paperboard Pads Abstract

More information

Physics 140 D100 Midterm Exam 2 Solutions 2017 Nov 10

Physics 140 D100 Midterm Exam 2 Solutions 2017 Nov 10 There are 10 ultiple choice questions. Select the correct answer for each one and ark it on the bubble for on the cover sheet. Each question has only one correct answer. (2 arks each) 1. An inertial reference

More information

JOURNAL OF PHYSICAL AND CHEMICAL SCIENCES

JOURNAL OF PHYSICAL AND CHEMICAL SCIENCES JOURNAL OF PHYSIAL AND HEMIAL SIENES Journal hoepage: http://scienceq.org/journals/jps.php Review Open Access A Review of Siple Haronic Motion for Mass Spring Syste and Its Analogy to the Oscillations

More information

TOPIC E: OSCILLATIONS SPRING 2018

TOPIC E: OSCILLATIONS SPRING 2018 TOPIC E: OSCILLATIONS SPRING 018 1. Introduction 1.1 Overview 1. Degrees of freedo 1.3 Siple haronic otion. Undaped free oscillation.1 Generalised ass-spring syste: siple haronic otion. Natural frequency

More information

Chapter 8 Deflection. Structural Mechanics 2 Dept of Architecture

Chapter 8 Deflection. Structural Mechanics 2 Dept of Architecture Chapter 8 Deflection Structural echanics Dept of rchitecture Outline Deflection diagras and the elastic curve Elastic-bea theory The double integration ethod oent-area theores Conjugate-bea ethod 8- Deflection

More information

Q5 We know that a mass at the end of a spring when displaced will perform simple m harmonic oscillations with a period given by T = 2!

Q5 We know that a mass at the end of a spring when displaced will perform simple m harmonic oscillations with a period given by T = 2! Chapter 4.1 Q1 n oscillation is any otion in which the displaceent of a particle fro a fixed point keeps changing direction and there is a periodicity in the otion i.e. the otion repeats in soe way. In

More information

Lecture 12: Waves in periodic structures

Lecture 12: Waves in periodic structures Lecture : Waves in periodic structures Phonons: quantised lattice vibrations of a crystalline solid is: To approach the general topic of waves in periodic structures fro a specific standpoint: Lattice

More information

DRAFT. Memo. Contents. To whom it may concern SVN: Jan Mooiman +31 (0) nl

DRAFT. Memo. Contents. To whom it may concern SVN: Jan Mooiman +31 (0) nl Meo To To who it ay concern Date Reference Nuber of pages 219-1-16 SVN: 5744 22 Fro Direct line E-ail Jan Mooian +31 )88 335 8568 jan.ooian@deltares nl +31 6 4691 4571 Subject PID controller ass-spring-daper

More information

Vibrations: Two Degrees of Freedom Systems - Wilberforce Pendulum and Bode Plots

Vibrations: Two Degrees of Freedom Systems - Wilberforce Pendulum and Bode Plots .003J/.053J Dynaics and Control, Spring 007 Professor Peacock 5/4/007 Lecture 3 Vibrations: Two Degrees of Freedo Systes - Wilberforce Pendulu and Bode Plots Wilberforce Pendulu Figure : Wilberforce Pendulu.

More information

Dynamic analysis of frames with viscoelastic dampers: a comparison of damper models

Dynamic analysis of frames with viscoelastic dampers: a comparison of damper models Structural Engineering and Mechanics, Vol. 41, No. 1 (2012) 113-137 113 Dynaic analysis of fraes with viscoelastic dapers: a coparison of daper odels R. Lewandowski*, A. Bartkowiak a and H. Maciejewski

More information

Supervised assessment: Modelling and problem-solving task

Supervised assessment: Modelling and problem-solving task Matheatics C 2008 Saple assessent instruent and indicative student response Supervised assessent: Modelling and proble-solving tas This saple is intended to infor the design of assessent instruents in

More information

5/09/06 PHYSICS 213 Exam #1 NAME FEYNMAN Please write down your name also on the back side of the last page

5/09/06 PHYSICS 213 Exam #1 NAME FEYNMAN Please write down your name also on the back side of the last page 5/09/06 PHYSICS 13 Exa #1 NAME FEYNMAN Please write down your nae also on the back side of the last page 1 he figure shows a horizontal planks of length =50 c, and ass M= 1 Kg, pivoted at one end. he planks

More information

which proves the motion is simple harmonic. Now A = a 2 + b 2 = =

which proves the motion is simple harmonic. Now A = a 2 + b 2 = = Worked out Exaples. The potential energy function for the force between two atos in a diatoic olecules can be expressed as follows: a U(x) = b x / x6 where a and b are positive constants and x is the distance

More information

Department of mechanics, Faculty of engineering Hamadan branch, Islamic azad university, Hamadan, Iran. Abstract

Department of mechanics, Faculty of engineering Hamadan branch, Islamic azad university, Hamadan, Iran. Abstract 194 Ciência enatura, Santa Maria, v. 37 Part 1 015, p. 194 198 ISSN ipressa: 0100-8307 ISSN on-line: 179-460X Vibration Siulation of the cylindrical reservoir shell containing fluid vortex with the help

More information

Force and dynamics with a spring, analytic approach

Force and dynamics with a spring, analytic approach Force and dynaics with a spring, analytic approach It ay strie you as strange that the first force we will discuss will be that of a spring. It is not one of the four Universal forces and we don t use

More information

Computer Model For Sieves Vibrations Analysis, Using an Algorithm Based on the False-Position Method

Computer Model For Sieves Vibrations Analysis, Using an Algorithm Based on the False-Position Method Aerican Journal of Applied Sciences 6 (): 48-56, 9 ISSN 546-939 9 Science Publications Coputer Model For Sieves Vibrations Analysis, Using an Algorith Based on the False-Position Method Dinu I. Stoicovici,

More information

Cinematic and Kinetic Analyses of the Slider-Crank Mechanism in Engine of MF-285 Tractor

Cinematic and Kinetic Analyses of the Slider-Crank Mechanism in Engine of MF-285 Tractor Australian Journal of Basic and Applied Sciences, 5(12): 3112-3121, 2011 ISSN 1991-8178 Cineatic and Kinetic Analyses of the Slider-Crank Mechanis in Engine of MF-285 Tractor 1 Mohaad Reza Asadi, 1 Heidar

More information

REDUCTION OF FINITE ELEMENT MODELS BY PARAMETER IDENTIFICATION

REDUCTION OF FINITE ELEMENT MODELS BY PARAMETER IDENTIFICATION ISSN 139 14X INFORMATION TECHNOLOGY AND CONTROL, 008, Vol.37, No.3 REDUCTION OF FINITE ELEMENT MODELS BY PARAMETER IDENTIFICATION Riantas Barauskas, Vidantas Riavičius Departent of Syste Analysis, Kaunas

More information

+ 1 2 mv 2. Since no forces act on the system in the x-direction, linear momentum in x-direction is conserved: (2) 0 = mv A2. + Rω 2.

+ 1 2 mv 2. Since no forces act on the system in the x-direction, linear momentum in x-direction is conserved: (2) 0 = mv A2. + Rω 2. ME 74 Spring 018 Final Exaination Proble 1 Given: hoogeneous dis of ass and outer radius R is able to roll without slipping on the curved upper surface of a cart. art (of ass ) is able to ove along a sooth,

More information

Periodic Motion is everywhere

Periodic Motion is everywhere Lecture 19 Goals: Chapter 14 Interrelate the physics and atheatics of oscillations. Draw and interpret oscillatory graphs. Learn the concepts of phase and phase constant. Understand and use energy conservation

More information

Physically Based Modeling CS Notes Spring 1997 Particle Collision and Contact

Physically Based Modeling CS Notes Spring 1997 Particle Collision and Contact Physically Based Modeling CS 15-863 Notes Spring 1997 Particle Collision and Contact 1 Collisions with Springs Suppose we wanted to ipleent a particle siulator with a floor : a solid horizontal plane which

More information

PHYSICS ADVANCED LABORATORY I UNIVERSAL GRAVITATIONAL CONSTANT Spring 2001

PHYSICS ADVANCED LABORATORY I UNIVERSAL GRAVITATIONAL CONSTANT Spring 2001 PHYSICS 334 - ADVANCED LABOATOY I UNIVESAL GAVITATIONAL CONSTANT Spring 001 Purposes: Deterine the value of the universal gravitation constant G. Backgroun: Classical echanics topics-oents of inertia,

More information

Problem Set 14: Oscillations AP Physics C Supplementary Problems

Problem Set 14: Oscillations AP Physics C Supplementary Problems Proble Set 14: Oscillations AP Physics C Suppleentary Probles 1 An oscillator consists of a bloc of ass 050 g connected to a spring When set into oscillation with aplitude 35 c, it is observed to repeat

More information

PHYS 102 Previous Exam Problems

PHYS 102 Previous Exam Problems PHYS 102 Previous Exa Probles CHAPTER 16 Waves Transverse waves on a string Power Interference of waves Standing waves Resonance on a string 1. The displaceent of a string carrying a traveling sinusoidal

More information

Chapter 5. Vibrations

Chapter 5. Vibrations Chapter 5 Vibrations 5.1 Overview of Vibrations 5.1.1 Exaples of practical vibration probles Vibration is a continuous cyclic otion of a structure or a coponent. Generally, engineers try to avoid vibrations,

More information

International Journal of Scientific & Engineering Research, Volume 5, Issue 7, July-2014 ISSN IJSER

International Journal of Scientific & Engineering Research, Volume 5, Issue 7, July-2014 ISSN IJSER International Journal of Scientific & Engineering Research, Volue 5, Issue 7, July-4 ISSN 9-558 74 Advanced Dynaics & Control Lab Dept. of Mech Engg. CET, Kerala, India rajanakash@gail.co Dept. of Mech

More information

Hydro-Elastic Criterion for Practical Design

Hydro-Elastic Criterion for Practical Design Hydro-Elastic Criterion for Practical Design Hannes Bogaert ), Mirek Kainski ) ) MARIN, Hydro-Structural Services, Wageningen, Netherlands & Delft University of Technology, Ship Structures Laboratory,

More information

Reducing Vibration and Providing Robustness with Multi-Input Shapers

Reducing Vibration and Providing Robustness with Multi-Input Shapers 29 Aerican Control Conference Hyatt Regency Riverfront, St. Louis, MO, USA June -2, 29 WeA6.4 Reducing Vibration and Providing Robustness with Multi-Input Shapers Joshua Vaughan and Willia Singhose Abstract

More information

Waves Unit I Activity: Kinematic Equations for SHM

Waves Unit I Activity: Kinematic Equations for SHM Nae Date Period Waves Unit I Activity: Kineatic Equations for SHM You have seen four different graphs in the wor you have done on ass-spring systes oscillating in siple haronic otion (SHM). Now we will

More information

Use of PSO in Parameter Estimation of Robot Dynamics; Part One: No Need for Parameterization

Use of PSO in Parameter Estimation of Robot Dynamics; Part One: No Need for Parameterization Use of PSO in Paraeter Estiation of Robot Dynaics; Part One: No Need for Paraeterization Hossein Jahandideh, Mehrzad Navar Abstract Offline procedures for estiating paraeters of robot dynaics are practically

More information

A DESIGN GUIDE OF DOUBLE-LAYER CELLULAR CLADDINGS FOR BLAST ALLEVIATION

A DESIGN GUIDE OF DOUBLE-LAYER CELLULAR CLADDINGS FOR BLAST ALLEVIATION International Journal of Aerospace and Lightweight Structures Vol. 3, No. 1 (2013) 109 133 c Research Publishing Services DOI: 10.3850/S201042862013000550 A DESIGN GUIDE OF DOUBLE-LAYER CELLULAR CLADDINGS

More information

EFFECT OF MATERIAL PROPERTIES ON VIBRATIONS OF NONSYMMETRICAL AXIALLY LOADED THIN-WALLED EULER-BERNOULLI BEAMS

EFFECT OF MATERIAL PROPERTIES ON VIBRATIONS OF NONSYMMETRICAL AXIALLY LOADED THIN-WALLED EULER-BERNOULLI BEAMS Matheatical and Coputational Applications, Vol. 5, No., pp. 96-07, 00. Association for Scientific Research EFFECT OF MATERIAL PROPERTIES ON VIBRATIONS OF NONSYMMETRICAL AXIALLY LOADED THIN-WALLED EULER-BERNOULLI

More information

XV International PhD Workshop OWD 2013, October On the theory of generalized pendulum on a vibrating base

XV International PhD Workshop OWD 2013, October On the theory of generalized pendulum on a vibrating base XV International PhD Workshop OWD 03, 9 October 03 On the theory of generalized pendulu on a vibrating base Michail Geraichuk, Yuri Lazarev, Peter Aksonenko, College of Instruent Design and Engineering,

More information

Ph 20.3 Numerical Solution of Ordinary Differential Equations

Ph 20.3 Numerical Solution of Ordinary Differential Equations Ph 20.3 Nuerical Solution of Ordinary Differential Equations Due: Week 5 -v20170314- This Assignent So far, your assignents have tried to failiarize you with the hardware and software in the Physics Coputing

More information

CE573 Structural Dynamics [Fall 2008]

CE573 Structural Dynamics [Fall 2008] CE573 Structural Dynaics [Fall 2008] 1) A rigid vehicle weighing 2000 lb, oving horizontally at a velocity of 12 ft/sec, is stopped by a barrier consisting of wire ropes stretched between two rigid anchors

More information

Water a) 48 o b) 53 o c) 41.5 o d) 44 o. Glass. PHYSICS 223 Exam-2 NAME II III IV

Water a) 48 o b) 53 o c) 41.5 o d) 44 o. Glass. PHYSICS 223 Exam-2 NAME II III IV PHYSICS 3 Exa- NAME. In the figure shown, light travels fro aterial I, through three layers of other aterials with surfaces parallel to one another, and then back into another layer of aterial I. The refractions

More information

Donald Fussell. October 28, Computer Science Department The University of Texas at Austin. Point Masses and Force Fields.

Donald Fussell. October 28, Computer Science Department The University of Texas at Austin. Point Masses and Force Fields. s Vector Moving s and Coputer Science Departent The University of Texas at Austin October 28, 2014 s Vector Moving s Siple classical dynaics - point asses oved by forces Point asses can odel particles

More information

ME Machine Design I. FINAL EXAM. OPEN BOOK AND CLOSED NOTES. Friday, May 8th, 2009

ME Machine Design I. FINAL EXAM. OPEN BOOK AND CLOSED NOTES. Friday, May 8th, 2009 ME 5 - Machine Design I Spring Seester 009 Nae Lab. Div. FINAL EXAM. OPEN BOOK AND LOSED NOTES. Friday, May 8th, 009 Please use the blank paper for your solutions. Write on one side of the paper only.

More information

Physics 207 Lecture 18. Physics 207, Lecture 18, Nov. 3 Goals: Chapter 14

Physics 207 Lecture 18. Physics 207, Lecture 18, Nov. 3 Goals: Chapter 14 Physics 07, Lecture 18, Nov. 3 Goals: Chapter 14 Interrelate the physics and atheatics of oscillations. Draw and interpret oscillatory graphs. Learn the concepts of phase and phase constant. Understand

More information