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IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT


                                     2M SOLID MECHANICS
                                  VIBRATION LECTURES
                                           October 2005
         Lecture 1         Introduction
         Lecture 2         Free motion of undamped SDOF systems
         Lecture 3         Free motion of damped SDOF systems
         Lecture 3A        Lagrange’s Equation of Motion
         Lecture 4         Forced motion of SDOF systems
         Lecture 5         Vibration Isolation
         Lecture 6         Base excitation of SDOF systems
         Lecture 7         Introduction to 2-DOF systems
        Textbooks
        B. H. Tongue 2002. Principles of Vibration, Oxford University Press
        D. J. Inman 1994. Engineering vibration, Prentice-Hall International



 MI - 2M SM Vibration Lecture 1                                                1
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT



                                       OVERVIEW

• Vibration Lectures - 10 lectures
• Dynamics Lectures - 6 lectures

• Further notes and tutorial questions in:
  2M SM - Lecture notes on Vibration (Yellow booklet)

                     See the MED Web for all handouts.


 MI - 2M SM Vibration Lecture 1                          2
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT



                          LECTURE 1 - INTRODUCTION

    Objectives:
      • To provide a road map for the Vibrations &
        Dynamics Course
      • To give an overview of vibration problems in
        engineering
      • To review available solution techniques




 MI - 2M SM Vibration Lecture 1                        3
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT



                                       ROAD MAP
                                           SOLID
                                         MECHANICS


           STATICS                DYNAMICS           MATERIALS    ……..


                    RIGID BODY          VIBRATION                 1-DOF
                    DYNAMICS            ANALYSIS                 SYSTEMS

          STEADY FORCES UNSTEADY FORCES                           N-DOF
           RIGID BODIES  FLEXIBLE BODIES                         SYSTEMS

                                                             CONTINUOUS
                                                              SYSTEMS



 MI - 2M SM Vibration Lecture 1                                            4
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT

                      VIBRATION MODES OF A PLATE




 MI - 2M SM Vibration Lecture 1                      5
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT


            TIME DOMAIN VS FREQUENCY DOMAIN - I
• For vibration analysis, we                             General arbitrary motion
  need to describe the
  motion of each point on a
  structure.
• If the motion is arbitrary,
  we need to describe the                                         TIME
  motion in the time
  domain.
• If the motion is harmonic,                                  Harmonic motion
  we can reduce this
  requirement by working in
  the frequency domain.

                                                                  TIME
                                                     Can be expressed as x(t)=Asinωt
 MI - 2M SM Vibration Lecture 1                                                     6
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT


           TIME DOMAIN VS FREQUENCY DOMAIN - II

                                                     AMPLITUDE

We observe
the motion of a                                         FREQUENCY
given point at a
given
frequency




 MI - 2M SM Vibration Lecture 1                                     7
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT

       EXAMPLE OF FREQUENCY DOMAIN ANALYSIS
Vibration shape at natural frequency Vibration shape at any other
=>Mode shape                         frequency =>Operating deflection
                                     shape




                             Natural frequency
 MI - 2M SM Vibration Lecture 1                                         8
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT


            WAYS OF REPRESENTING A STRUCTURE

 • SPATIAL DESCRIPTION
     • Finite element model
     • Mass-spring model
                                                     ω=82 Hz
 • MODAL DESCRIPTION
     • Use natural frequencies and mode shapes


 • RESPONSE DESCRIPTION
     • Use the actual behaviour of the structure


 MI - 2M SM Vibration Lecture 1                                9
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT



                           VIBRATION MEASUREMENTS




  Shaker + “sand” method                             Shaker + Laser method


 MI - 2M SM Vibration Lecture 1                                              10
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT



                      CONSEQUENCES OF VIBRATION

                         •   Noise
                         •   Discomfort
                         •   Malfunction
                         •   Shutdown
                         •   Structural failure



 MI - 2M SM Vibration Lecture 1                      11
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT



                     TOTAL STRUCTURAL FAILURE - I




 MI - 2M SM Vibration Lecture 1                      12
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT



                    TOTAL STRUCTURAL FAILURE - II

              Engine casing                          Turbine disk




 MI - 2M SM Vibration Lecture 1                                     13
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT


              NOISE & TRANSMISSION OF VIBRATION

            SHAKER
            (FORCE INPUT)

                   CAR ENGINE

                           MOUNTS

 CHASSIS POINT
 (RESPONSE OUTPUT)

 MI - 2M SM Vibration Lecture 1                      14
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT


         FREQUENCY RESPONSE OF A HELICOPTER
        THESE MODES OF VIBRATION MAY BE EXCITED BY
               THE FORCES DUE TO ROTATION




 MI - 2M SM Vibration Lecture 1                      15
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT


          NOISE & VIBRATION TRANSMISSION FROM
                    HEAVY MACHINERY




 MI - 2M SM Vibration Lecture 1                      16
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT


                                  RAIL CORRUGATION




 MI - 2M SM Vibration Lecture 1                      17
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT


                                  BRIDGE FLUTTER

   The unsteady
   aerodynamic
   forces caused by
   the wind excited a
   torsional mode of
   the bridge,
   causing total
   structural failure.



 MI - 2M SM Vibration Lecture 1                      18
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT


                  GAS TURBINE BLADE VIBRATION




 MI - 2M SM Vibration Lecture 1                      19
IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE
MECHANICAL ENGINEERING DEPARTMENT



                            WHAT IS THE OBJECTIVE ?
      •   Find the critical frequencies
      •   Determine the excitation
      •   …………………….
      •   MINIMISE THE RESPONSE
          Higher the response, more likely is noise,
          malfunction, failure due to high cycle fatigue.
                                     Σ FORCES
          RESPONSE = [SYSTEM DESIGN]
                                    ∑ DAMPING
          • Modify the design
          • Change operating conditions
          • Increase damping
 MI - 2M SM Vibration Lecture 1                             20

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  • 1. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT 2M SOLID MECHANICS VIBRATION LECTURES October 2005 Lecture 1 Introduction Lecture 2 Free motion of undamped SDOF systems Lecture 3 Free motion of damped SDOF systems Lecture 3A Lagrange’s Equation of Motion Lecture 4 Forced motion of SDOF systems Lecture 5 Vibration Isolation Lecture 6 Base excitation of SDOF systems Lecture 7 Introduction to 2-DOF systems Textbooks B. H. Tongue 2002. Principles of Vibration, Oxford University Press D. J. Inman 1994. Engineering vibration, Prentice-Hall International MI - 2M SM Vibration Lecture 1 1
  • 2. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT OVERVIEW • Vibration Lectures - 10 lectures • Dynamics Lectures - 6 lectures • Further notes and tutorial questions in: 2M SM - Lecture notes on Vibration (Yellow booklet) See the MED Web for all handouts. MI - 2M SM Vibration Lecture 1 2
  • 3. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT LECTURE 1 - INTRODUCTION Objectives: • To provide a road map for the Vibrations & Dynamics Course • To give an overview of vibration problems in engineering • To review available solution techniques MI - 2M SM Vibration Lecture 1 3
  • 4. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT ROAD MAP SOLID MECHANICS STATICS DYNAMICS MATERIALS …….. RIGID BODY VIBRATION 1-DOF DYNAMICS ANALYSIS SYSTEMS STEADY FORCES UNSTEADY FORCES N-DOF RIGID BODIES FLEXIBLE BODIES SYSTEMS CONTINUOUS SYSTEMS MI - 2M SM Vibration Lecture 1 4
  • 5. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT VIBRATION MODES OF A PLATE MI - 2M SM Vibration Lecture 1 5
  • 6. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT TIME DOMAIN VS FREQUENCY DOMAIN - I • For vibration analysis, we General arbitrary motion need to describe the motion of each point on a structure. • If the motion is arbitrary, we need to describe the TIME motion in the time domain. • If the motion is harmonic, Harmonic motion we can reduce this requirement by working in the frequency domain. TIME Can be expressed as x(t)=Asinωt MI - 2M SM Vibration Lecture 1 6
  • 7. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT TIME DOMAIN VS FREQUENCY DOMAIN - II AMPLITUDE We observe the motion of a FREQUENCY given point at a given frequency MI - 2M SM Vibration Lecture 1 7
  • 8. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT EXAMPLE OF FREQUENCY DOMAIN ANALYSIS Vibration shape at natural frequency Vibration shape at any other =>Mode shape frequency =>Operating deflection shape Natural frequency MI - 2M SM Vibration Lecture 1 8
  • 9. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT WAYS OF REPRESENTING A STRUCTURE • SPATIAL DESCRIPTION • Finite element model • Mass-spring model ω=82 Hz • MODAL DESCRIPTION • Use natural frequencies and mode shapes • RESPONSE DESCRIPTION • Use the actual behaviour of the structure MI - 2M SM Vibration Lecture 1 9
  • 10. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT VIBRATION MEASUREMENTS Shaker + “sand” method Shaker + Laser method MI - 2M SM Vibration Lecture 1 10
  • 11. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT CONSEQUENCES OF VIBRATION • Noise • Discomfort • Malfunction • Shutdown • Structural failure MI - 2M SM Vibration Lecture 1 11
  • 12. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT TOTAL STRUCTURAL FAILURE - I MI - 2M SM Vibration Lecture 1 12
  • 13. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT TOTAL STRUCTURAL FAILURE - II Engine casing Turbine disk MI - 2M SM Vibration Lecture 1 13
  • 14. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT NOISE & TRANSMISSION OF VIBRATION SHAKER (FORCE INPUT) CAR ENGINE MOUNTS CHASSIS POINT (RESPONSE OUTPUT) MI - 2M SM Vibration Lecture 1 14
  • 15. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT FREQUENCY RESPONSE OF A HELICOPTER THESE MODES OF VIBRATION MAY BE EXCITED BY THE FORCES DUE TO ROTATION MI - 2M SM Vibration Lecture 1 15
  • 16. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT NOISE & VIBRATION TRANSMISSION FROM HEAVY MACHINERY MI - 2M SM Vibration Lecture 1 16
  • 17. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT RAIL CORRUGATION MI - 2M SM Vibration Lecture 1 17
  • 18. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT BRIDGE FLUTTER The unsteady aerodynamic forces caused by the wind excited a torsional mode of the bridge, causing total structural failure. MI - 2M SM Vibration Lecture 1 18
  • 19. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT GAS TURBINE BLADE VIBRATION MI - 2M SM Vibration Lecture 1 19
  • 20. IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY & MEDICINE MECHANICAL ENGINEERING DEPARTMENT WHAT IS THE OBJECTIVE ? • Find the critical frequencies • Determine the excitation • ……………………. • MINIMISE THE RESPONSE Higher the response, more likely is noise, malfunction, failure due to high cycle fatigue. Σ FORCES RESPONSE = [SYSTEM DESIGN] ∑ DAMPING • Modify the design • Change operating conditions • Increase damping MI - 2M SM Vibration Lecture 1 20