Detection of Nonlinearity in Structures via Hilbert Transform

Slides:



Advertisements
Similar presentations
1/23 A. Giraudeau, F. Pierron MPSVA conference Identification of local material damping in vibrating plates using full-field measurements Alain.
Advertisements

MEEG 5113 Modal Analysis Set 3.
Where Non-Smooth Systems Appear in Structural Dynamics
Isfahan University of Technology Department of Mechanical Engineering May 7 th 2011 Course Instructor: Dr. S. Ziaei Rad Mode Indicator Functions.
Duffing’s Equation as an Excitation Mechanism for Plucked String Instrument Models by Justo A. Gutierrez Master’s Research Project Music Engineering Technology.
Vibration-based Structural Health Monitoring. Vibration-based SHM Principle of Operation: Damage can be considered as a modification of physical parameters.
Abhyankar Consultancies CAE and Design Consultants.
Nonlinear rational model identification and control Professor Quan M. Zhu Bristol Institute of Technology University of the West of England Frenchay Campus.
Challenges in Modelling Active Electric Power Networks Dr. S. K. Chakravarthy Department of Elect. Engg., KFUPM.
Compressed Sensing for Networked Information Processing Reza Malek-Madani, 311/ Computational Analysis Don Wagner, 311/ Resource Optimization Tristan Nguyen,
Copyright 2007 by Linda J. Vandergriff All rights reserved. Published 2007 System Engineering in the 21st Century - Implications from Complexity.
Vibrational power flow analysis of nonlinear dynamic systems and applications Jian Yang. Supervisors: Dr. Ye Ping Xiong and Prof. Jing Tang Xing Faculty.
Durability Testing and Analysis at The University of Alabama The Structural Durability and Fatigue Performance Group was established by Dr. M. E. Barkey.
Introduction to virtual engineering László Horváth Budapest Tech John von Neumann Faculty of Informatics Institute of Intelligent Engineering.
1 September 4, 2003 Bayesian System Identification and Structural Reliability Soheil Saadat, Research Associate Mohammad N. Noori, Professor & Head Department.
© 2011 Autodesk Freely licensed for use by educational institutions. Reuse and changes require a note indicating that content has been modified from the.
Automatic Control Theory-
Weidong Zhu, Nengan Zheng, and Chun-Nam Wong Department of Mechanical Engineering University of Maryland, Baltimore County (UMBC) Baltimore, MD A.
University of Oxford Modelling of joint crowd-structure system using equivalent reduced- DOF system Jackie Sim, Dr. Anthony Blakeborough, Dr. Martin Williams.
Professional Development Series June 18, 2005 The Physics of Tops presented by Luis A. Martínez-Pérez, Ph.D. Associate Professor Science Education Florida.
In-Won Lee, Professor, PE In-Won Lee, Professor, PE Structural Dynamics & Vibration Control Lab. Structural Dynamics & Vibration Control Lab. Korea Advanced.
An introduction to Empirical Mode Decomposition. The simplest model for a signal is given by circular functions of the type Such “Fourier modes” are of.
© 2011 Autodesk Freely licensed for use by educational institutions. Reuse and changes require a note indicating that content has been modified from the.
S5-1 SECTION 5 DAMPING OVERVIEW. S5-2 DAMPING IN DYNAMIC ANALYSIS n n Damping is present in all oscillatory systems n n Damping removes energy from a.
Progress in identification of damping: Energy-based method with incomplete and noisy data Marco Prandina University of Liverpool.
A PPLIED M ECHANICS Lecture 03 Slovak University of Technology Faculty of Material Science and Technology in Trnava.
PAT328, Section 3, March 2001MAR120, Lecture 4, March 2001S14-1MAR120, Section 14, December 2001 SECTION 14 STRUCTURAL DYNAMICS.
Far Shore Wind Climate Modelling Background Far shore wind conditions are expected to be favorable for wind energy power production due to increased mean.
A RANS Based Prediction Method of Ship Roll Damping Moment Kumar Bappaditya Salui Supervisors of study: Professor Dracos Vassalos and Dr. Vladimir Shigunov.
*Man-Cheol Kim, Hyung-Jo Jung and In-Won Lee *Man-Cheol Kim, Hyung-Jo Jung and In-Won Lee Structural Dynamics & Vibration Control Lab. Structural Dynamics.
Advanced Simulation Techniques for the coupled Fatigue and NVH Optimization of Engines. K+P Software, Schönbrunngasse 24, A Graz / Austria Tel.:
* In-Won Lee 1), Sun-Kyu Park 2) and Hong-Ki Jo 3) 1) Professor, Department of Civil Engineering, KAIST 2) Professor, Department of Civil Engineering,
S7-1 SECTION 7 FREQUENCY RESPONSE ANALYSIS. S7-2 INTRODUCTION TO FREQUENCY RESPONSE ANALYSIS n Frequency response analysis is a method used to compute.
Introduction to Modal Theory Dept. of Mechanical Engineering Yungpeng Wang 南臺科技大學 STUST.
1 Experimental Modal Identification of Configuration- Dependent Vibration Using Smart Material Transducers With Application to a Planar Parallel Robot.
Practical use of FRF in system identification under ambient excitation Presenter: Yuting OUYANG Mentor: Weixing SHI Department: RISEDR.
New Design Concepts for Aeronautical Applications by Friction Stir Welding Sergio M. O. Tavares Engineering Design and Advanced Manufacturing focus area.
By Dr. A. Ranjbaran, Associate Professor
PATTERN COMPARISON TECHNIQUES
Realization of Dynamic Walking of Biped Humanoid Robot
Eduardo Ismael Hernández UPAEP University, MEXICO
OSE801 Engineering System Identification Spring 2010
Digital Control Systems (DCS)
Dynamic analysis of wind turbines subjected to Ice loads
APISAT 2010 Sep. 13~15, 2010, Xi’An, China
I.I- Introduction i- Loading a- Types of dynamic loading Loading
by Justo A. Gutierrez Master’s Research Project
LOCATION AND IDENTIFICATION OF DAMPING PARAMETERS
Effective bending moment method
Digital Control Systems (DCS)
The Odyssey Lesson 32: Culminating Writing Task, Introduction, Thesis Statement, and Topic Sentences Students will begin the process of writing their culminating.
Engineering is using science to plan and make things.
Use of Barkhausen noise in inspection of the surface condition of steel components Aki Sorsa
Engineering is using science to plan and make things.
ME321 Kinematics and Dynamics of Machines
Lecture 2: Frequency & Time Domains presented by David Shires
ECE 576 POWER SYSTEM DYNAMICS AND STABILITY
ECE 576 POWER SYSTEM DYNAMICS AND STABILITY
Modelling and identification of damping in aero-structures ECERTA Project Liverpool 26 November 2007 Marco Prandina.
Chapter 4. Time Response I may not have gone where I intended to go, but I think I have ended up where I needed to be. Pusan National University Intelligent.
한국지진공학회 추계학술발표회 IMPROVED SENSITIVITY METHOD FOR NATURAL FREQUENCY AND MODE SHAPE OF DAMPED SYSTEM Hong-Ki Jo1), *Man-Gi Ko2) and In-Won Lee3) 1) Graduate.
10.3 The Inverse z-Transform
Computed Tomography (C.T)
Table 2. Modal parameters estimated by Pulse Reflex®
Table 5. Pvalues of ttests for direction a
Table 6. Pvalues of ttests for direction b
Table 2. Regression statistics for direction a
Table 3. Regression statistics for direction b
Bellringer As we have discussed this week, symbols have both LITERAL and FIGURATIVE meaning. Look at the image to the right and describe both its literal.
Achintya Choudhury Bhartiya Skill Development University Jaipur India
Presentation transcript:

Detection of Nonlinearity in Structures via Hilbert Transform Iran University of Science & Technology Jun 2009 Detection of Nonlinearity in Structures via Hilbert Transform Supervisor: Hamid Ahmadian BY: Mohammad Kalami Yazdi Http://Webpages.iust.ac.ir/Kalami Aerospace Division, Department of Mechanical Engineering

Contents Detection of nonlinearity Literature review Hilbert Transform Typical sources of nonlinearities Other Applications of Hilbert Transform Summary

Who is Hilbert ? David Hilbert (1862-1943) German mathematician Recognized as one of the most influential and universal mathematicians of the 19th and early 20th centuries. He discovered or developed a broad range of fundamental ideas in many areas.

Who is Pioneer? Professor G R Tomlinson Pro Vice Chancellor for Research Director of the Rolls-Royce UTC Address: Department of Mechanical Engineering The University of Sheffield Mappin Street, Sheffield, S1 3JD Telephone: +44 (0) 114 222 7705 Fax: +44 (0) 114 222 7890 Email : g.tomlinson@sheffield.ac.uk

Typical Sources of Nonlinearities are: Geometric nonlinearity Inertia nonlinearity A nonlinear material behaviour Damping dissipation Boundary conditions typical nonlinearities include backlash and friction in control surfaces and joints, Nonlinearity may also arise in a damaged structure: fatigue cracks, rivets and bolts that subsequently open and close under dynamic loading or internal parts impacting upon each other.

Importance of Nonlinearity Detection :

Literature Review: M. Simon, G.R. Tomlinson, “Use of the Hilbert transform in modal analysis of linear and non-linear structures”, Journal of Sound and Vibration 96 (1984) 421–436 G.R Tomlinson, I Ahmed, “Hilbert transform procedure for detecting & quantifying nonlinearity in model testing”. Meccanica 22 (1987), pp. 123–132. G.R. Tomlinson, “Developments in the use of the Hilbert transform for detecting and quantifying non-linearity in frequency response functions”. Mechanical Systems and Signal Processing, I (2), 1987, 151- 173.

Literature Review: D. Spina, C. Valente, G.R. Tomlinson, “A new procedure for detecting nonlinearity from transient data using Gabor transform”, Nonlinear Dynamics 11 (1996) 235–254 K. Worden, G.R. Tomlinson, “ Nonlinearity in Structural Dynamics: Detection, Identification and Modelling ”, Institute of Physics Publishing, Bristol and Philadelphia, 2001. K.Worden , G.R.Tomlinson. The high-frequency behaviour of frequency response functions and its effect on their Hilbert transform. Proc. of 8th IMAC, 1990, Florida, pp.121-127.

Other Detection Techniques are: Harmonic Detection function (Auweraer et al., 1984 ) Inverse receptance method (He and Ewins, 1987 ) Complex stiffness method (Mertens et al., 1989 ) Gabor Transform (Spina et al, 1996 ) Wavelet Transform(Staszewski, 2000 ) Non-causal power ratio (Kim and Park, 1993 ) Backbone curve (Feldman, 1994) Carpet plots (Ewins, 2000 ) Autocorrelation functions of Residuals (Adams et al, 2000) Multisine excitations (Vanhoenacker et al., 2001) Nearest neighbour approach (Trendafilova et al., 2000 )

Hilbert Transform

Hilbert Transform for Causal Functions ( ):

Hilbert Transform : Hilbert Transform

Hilbert Transform for a causal system: non-causal system:

Hilbert Transform Detects Nonlinearity:

Detection of Hardening Cubic Stiffness:

Case Study

Case Study Data ----- , Hilbert Transform - - -

Data ----- , Hilbert Transform - - - Case Study Data ----- , Hilbert Transform - - -

Case Study Data ----- , Hilbert Transform - - -

Case Study Data ----- , Hilbert Transform - - -

Summary The Hilbert transform is a fast and effective means of testing for nonlinearity on the basis of a measured FRF. It has advantage over other methods, for example, in that it can be applied to a single FRF measured at a single level of excitation (as long as the nonlinearity has been adequately excited). Computation is fairly straightforward for a baseband FRF, but complications can arise for zoomed FRFs. However, the problems can be circumvented by the use of correction terms or a pole-zero computation.

Iran University of Science & Technology Jun 2009 The End Thank You for Your Kind Attention! Questions? “As you set out for Ithaka, Hope the journey is a long one, full of Adventure, full of Discovery. Laistrygonians and Cyclops, Angry Poseidon - Don't be afraid of them: You'll Never find things like that on your way as long as you keep your thoughts raised high, as long as a rare excitement, stirs your spirit and your body. Laistrygonians and Cyclops, wild Poseidon - you won't encounter them, unless you bring them along inside your soul, unless your soul sets them up in front of you.” Constantine Cavafy