Measuring and Calculating the Dynamic Response of Simple Structures AOE 3054 E. Nikolaidis.

Slides:



Advertisements
Similar presentations
Tuned Mass Dampers a mass that is connected to a structure
Advertisements

Flexible Cables Cables can be loaded similar to beams, but they tend to deform under these loads. We will look at two different types of loads and the.
Two-dimensional Effects on the CSR Interaction Forces for an Energy-Chirped Bunch Rui Li, J. Bisognano, R. Legg, and R. Bosch.
Stephen Molloy RF Group ESS Accelerator Division
MEEG 5113 Modal Analysis Set 3.
Response Of Linear SDOF Systems To Harmonic Excitation
CHAPTER 4: HARMONIC RESPONSE WITH A SINGLE DEGREE OF FREEDOM
Chapter 15 Oscillations Oscillatory motion Motion which is periodic in time, that is, motion that repeats itself in time. Examples: Power line oscillates.
WEEK-3: Free Vibration of SDOF systems
U U 1 Excitation of Structural Resonance Due to a Bearing Failure Robert A. Leishear David B. Stefanko Jerald D. Newton IMECE 2007 ASME, International.
Solving the Harmonic Oscillator
1 HOMEWORK 1 1.Derive equation of motion of SDOF using energy method 2.Find amplitude A and tanΦ for given x 0, v 0 3.Find natural frequency of cantilever,
S1-1 SECTION 1 REVIEW OF FUNDAMENTALS. S1-2 n This section will introduce the basics of Dynamic Analysis by considering a Single Degree of Freedom (SDOF)
Simple Harmonic Motion
 All objects have a NATURAL FREQUENCY at which they tend to vibrate. This frequency depends on the material the object is made of, the shape, and many.
Forced Oscillations and Magnetic Resonance. A Quick Lesson in Rotational Physics: TORQUE is a measure of how much a force acting on an object causes that.
Sinusoidal Steady-state Analysis Complex number reviews Phasors and ordinary differential equations Complete response and sinusoidal steady-state response.
MECHANICAL VIBRATION MME4425/MME9510 Prof. Paul Kurowski.
NAZARIN B. NORDIN What you will learn: Load transfer, linear retardation/ acceleration Radius of gyration Moment of inertia Simple.
The Finite Element Method
Aerodynamics Linear Motion (Moving Air ).
Chapter 14 Periodic Motion.
Quiz Chapter 3  Law of Gravitation  Rectangular Components  Law of Inertia and Equilibrium  Position Vectors  Angular Positions.
1 Challenge the future High accuracy machines on factory floors Anthonie Boogaard.
Simple Harmonic Motion Oscillatory Systems §Periodic motion §Elasticity §Inertia §Interchange of energies §Examples: l Mass on helical spring l Cantilever.
Pendulums and Resonance
Aerospace Engineering Laboratory II Vibration of Beam
ME 101: Measurement Demonstration (MD3)
Prof. dr. A. Achterberg, Astronomical Dept., IMAPP, Radboud Universiteit.
The Physical Pendulum Damped Oscillations Forced Oscillations
Chapter 14 - Oscillations
PAT328, Section 3, March 2001MAR120, Lecture 4, March 2001S14-1MAR120, Section 14, December 2001 SECTION 14 STRUCTURAL DYNAMICS.
ME16A: CHAPTER FIVE DEFLECTION OF BEAMS. CHAPTER FIVE - DEFLECTION OF BEAMS P A yAyA B x v.
Classical (I.e. not Quantum) Waves
In the Name of Allah, the Gracious, the Merciful
By Chanat Ratanasumawong (CRW) Identification of System’s Dynamic Parameters Engineering Mechanical Laboratory, CRW, Engineering.
Chapter 8 Vibration A. Free vibration  = 0 k m x
Can tilt tests provide correct insight regarding frictional behavior of sandstone under seismic excitation? Can tilt tests provide correct insight regarding.
Chapter 19 Physics A First Course Vibrations, Waves, and Sound.
Beam Dynamics Meeting Bolko Beutner, DESY Summary of new FLASH CSR studies Bolko Beutner, DESY Beam Dynamics Meeting
LATHE VIBRATIONS ANALYSIS ON SURFACE ROUHHNESS OF MACHINED DETAILS LATHE VIBRATIONS ANALYSIS ON SURFACE ROUHHNESS OF MACHINED DETAILS * Gennady Aryassov,
MODULE 08 MULTIDEGREE OF FREEDOM SYSTEMS. 2 Structure vibrating in a given mode can be considered as the Single Degree of Freedom (SDOF) system. Structure.
What is called vibration Analysis Design
1 MIDTERM EXAM REVIEW. 2 m 081.SLDASM REVIEW Excitation force 50N normal to face k=10000N/m m=6.66kg Modal damping 5%
Periodic Motions.
S7-1 SECTION 7 FREQUENCY RESPONSE ANALYSIS. S7-2 INTRODUCTION TO FREQUENCY RESPONSE ANALYSIS n Frequency response analysis is a method used to compute.
Physics 214 2: Waves in General Travelling Waves Waves in a string Basic definitions Mathematical representation Transport of energy in waves Wave Equation.
What’s the difference? MASS AND WEIGHT. MASS The quantity of matter in an object Always constant Can never be zero Measured with a balance Unit: grams.
Date of download: 6/20/2016 Copyright © ASME. All rights reserved.
Basics of Earthquakes Frequency
Fourier analysis Periodic function: Any (“reasonable”) periodic function, can be written as a series of sines and cosines “vibrations”, whose frequencies.
A Field Construction Technique to Efficiently Model the Dynamic Vector Forces within Induction Machines Dezheng Wu, Steve Pekarek School of Electrical.
ILC MDI Platform Concept
Vibrations in undamped linear 2-dof systems
Introduction to Structural Dynamics
Aerospace Engineering Experimentation and Laboratory II Vibration of Beam by NAV.
Seismic Moment Dr. Syed Mohamed Ibrahim M.Tech., Ph.D.,
MAE 82 – Engineering Mathematics
Solving the Harmonic Oscillator
Date of download: 12/23/2017 Copyright © ASME. All rights reserved.
I.I- Introduction i- Loading a- Types of dynamic loading Loading
Transient Vibration of SDOF Systems
3 General forced response
Physics A First Course Vibrations, Waves, and Sound Chapter 19.
Any type of vibration can be defined by
ME321 Kinematics and Dynamics of Machines
Chapter 14 Periodic Motion.
Examples.
CHAPTER SIX DEFLECTION OF BEAMS.
Presentation transcript:

Measuring and Calculating the Dynamic Response of Simple Structures AOE 3054 E. Nikolaidis

Outline 1Introduction 2Analysis of Dynamical Behavior of Structures 3Dynamic Testing of Structures 4Summary/Concluding Remarks

1 Introduction a. Dynamic loading Dynamic means time varying Examples: Aircraft wing-gust loads Offshore platform-waves Car on rough pavement Earthquake loads

Terminology Vibration: ?

b. Static versus dynamic analysis Static Constant load, response No inertia forces Dynamic ? Inertia forces

c. Steps in a dynamical investigation Design Analysis Testing/correction of model Redesign

2 Analysis of Dynamical Behavior of Structures Define ? model Derive ? model Solve for dynamical behavior

3 Dynamical Testing of Structures Why dynamical testing: ?

Full-scale structure Reduced scale physical models (use in early design stages)

Frequency response function Basic property of linear systems: Sine in-Sine out S cos(  t) ?

Beam that can be modeled as a SDOF system

Observations  =0 then ? At resonance: Amplitude ratio=Q=AK=1/2  Phase angle= ? For frequencies of excitation much higher than natural frequency the response amplitude is close to zero

Example: Large space structures

4 Summary/Concluding Remarks Dynamic loading Steps in dynamical investigation Test Motivation Examples