Dynamics-based Damage Detection of Beam-type Structures Using Piezoelectric Sensors and Scanning Laser Vibrometer PDF Download
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Author: Mitali G. Shah Publisher: ISBN: Category : Automatic data collection systems Languages : en Pages : 354
Book Description
"The enormous potential that the composite materials can offer to civil infrastructure, mechanical and aerospace industries, and many other sectors has been hindered due to the lack of reliable Structural Health Monitoring (SHM) system capable of detecting damage occurrence and predicting its related effect. Implementation of SHM techniques could substantially reduce the maintenance cost and minimize the likelihood of catastrophic failure of the structures. The main objective of this study is to evaluate the dynamics-based damage detection techniques for the beam-type composite structures using smart piezoelectric materials and modern instrumentation like Scanning Laser Vibrometer (SLV). The study comprises of testing six E-glass/epoxy composite beams with different damage configurations (i.e., delamination, saw-cut and impact damage) using two different sensor systems: (1) Polyvinylidenefluoride (PVDF) sensors and PZT (lead-zirconate-titanate) actuator patches, and (2) SLV system. The experimental tests are conducted using the two sensor systems, and the numerical finite element (FE) analysis is also performed to complement the damage detection. Eight different damage detection algorithms (i.e. absolute difference method (ADM), Damage Factor Method (DFM), Modified Damage Factor Method (MDFM), Damage Index Method (DIM), Uniform Load Surface (ULS), Gapped Smoothing Method (GSM), Strain Energy Method (SEM) and Generalized Fractal Dimension (GFD)) are employed to analyze the experimental and numerical data. Of the eight algorithms, the GSM, SEM and GFD using the ULS curvature mode shapes are emphasized, and a combined static-dynamic approach is further used to magnify the effect of damage. From the damage detection outcomes, it is observed that the PVDF sensor system in which the curvature mode shapes are directly acquired exhibited good sensitivity to damage and could locate damage accurately; while the SLV system proved to be more convenient and effective, and it was capable of scanning large number of points over the entire beam specimens. The damage detection algorithms like the GSM, SEM and GFD based on the utilization of ULS curvatures successfully identified the presence and location of damage without considering the data from the healthy beams as the reference. The GFD provided fairly good results; however, it showed extra peaks at locations other than the actual damage location. The employment of the static-dynamic approach apparently increased the effect of damage (e.g., the delamination), and the application of GSM, GFD and SEM further facilitated to quantify the magnifying effect. In conclusion, dynamic response measurement using two proposed sensor systems and related modal analysis and damage evaluation are demonstrated in this study. The successful implementation of the damage detection techniques, such as GSM, GFD, SEM and combined static-dynamic approach, validates the effectiveness and accuracy of the two sensor systems in damage detection, and they can be integrated with SHM application."--P. iii-iv.
Author: Mitali G. Shah Publisher: ISBN: Category : Automatic data collection systems Languages : en Pages : 354
Book Description
"The enormous potential that the composite materials can offer to civil infrastructure, mechanical and aerospace industries, and many other sectors has been hindered due to the lack of reliable Structural Health Monitoring (SHM) system capable of detecting damage occurrence and predicting its related effect. Implementation of SHM techniques could substantially reduce the maintenance cost and minimize the likelihood of catastrophic failure of the structures. The main objective of this study is to evaluate the dynamics-based damage detection techniques for the beam-type composite structures using smart piezoelectric materials and modern instrumentation like Scanning Laser Vibrometer (SLV). The study comprises of testing six E-glass/epoxy composite beams with different damage configurations (i.e., delamination, saw-cut and impact damage) using two different sensor systems: (1) Polyvinylidenefluoride (PVDF) sensors and PZT (lead-zirconate-titanate) actuator patches, and (2) SLV system. The experimental tests are conducted using the two sensor systems, and the numerical finite element (FE) analysis is also performed to complement the damage detection. Eight different damage detection algorithms (i.e. absolute difference method (ADM), Damage Factor Method (DFM), Modified Damage Factor Method (MDFM), Damage Index Method (DIM), Uniform Load Surface (ULS), Gapped Smoothing Method (GSM), Strain Energy Method (SEM) and Generalized Fractal Dimension (GFD)) are employed to analyze the experimental and numerical data. Of the eight algorithms, the GSM, SEM and GFD using the ULS curvature mode shapes are emphasized, and a combined static-dynamic approach is further used to magnify the effect of damage. From the damage detection outcomes, it is observed that the PVDF sensor system in which the curvature mode shapes are directly acquired exhibited good sensitivity to damage and could locate damage accurately; while the SLV system proved to be more convenient and effective, and it was capable of scanning large number of points over the entire beam specimens. The damage detection algorithms like the GSM, SEM and GFD based on the utilization of ULS curvatures successfully identified the presence and location of damage without considering the data from the healthy beams as the reference. The GFD provided fairly good results; however, it showed extra peaks at locations other than the actual damage location. The employment of the static-dynamic approach apparently increased the effect of damage (e.g., the delamination), and the application of GSM, GFD and SEM further facilitated to quantify the magnifying effect. In conclusion, dynamic response measurement using two proposed sensor systems and related modal analysis and damage evaluation are demonstrated in this study. The successful implementation of the damage detection techniques, such as GSM, GFD, SEM and combined static-dynamic approach, validates the effectiveness and accuracy of the two sensor systems in damage detection, and they can be integrated with SHM application."--P. iii-iv.
Author: Akash Dixit Publisher: ISBN: Category : Fracture mechanics Languages : en Pages :
Book Description
This thesis is about using structural-dynamics based methods to address the existing challenges in the field of Structural Health Monitoring (SHM). Particularly, new structural-dynamics based methods are presented, to model areas of damage, to do damage diagnosis and to estimate and predict the sensitivity of structural vibration properties like natural frequencies to the presence of damage. Towards these objectives, a general analytical procedure, which yields nth-order expressions governing mode shapes and natural frequencies and for damaged elastic structures such as rods, beams, plates and shells of any shape is presented. Features of the procedure include the following: 1. Rather than modeling the damage as a fictitious elastic element or localized or global change in constitutive properties, it is modeled in a mathematically rigorous manner as a geometric discontinuity. 2. The inertia effect (kinetic energy), which, unlike the stiffness effect (strain energy), of the damage has been neglected by researchers, is included in it. 3. The framework is generic and is applicable to wide variety of engineering structures of different shapes with arbitrary boundary conditions which constitute self adjoint systems and also to a wide variety of damage profiles and even multiple areas of damage. To illustrate the ability of the procedure to effectively model the damage, it is applied to beams using Euler-Bernoulli and Timoshenko theories and to plates using Kirchhoff's theory, supported on different types of boundary conditions. Analytical results are compared with experiments using piezoelectric actuators and non-contact Laser-Doppler Vibrometer sensors. Next, the step of damage diagnosis is approached. Damage diagnosis is done using two methodologies. One, the modes and natural frequencies that are determined are used to formulate analytical expressions for a strain energy based damage index. Two, a new damage detection parameter are identified. Assuming the damaged structure to be a linear system, the response is expressed as the summation of the responses of the corresponding undamaged structure and the response (negative response) of the damage alone. If the second part of the response is isolated, it forms what can be regarded as the damage signature. The damage signature gives a clear indication of the damage. In this thesis, the existence of the damage signature is investigated when the damaged structure is excited at one of its natural frequencies and therefore it is called ``partial mode contribution". The second damage detection method is based on this new physical parameter as determined using the partial mode contribution. The physical reasoning is verified analytically, thereupon it is verified using finite element models and experiments. The limits of damage size that can be determined using the method are also investigated. There is no requirement of having a baseline data with this damage detection method. Since the partial mode contribution is a local parameter, it is thus very sensitive to the presence of damage. The parameter is also shown to be not affected by noise in the detection ambience.
Author: Ali Salehzadeh Nobari Publisher: World Scientific ISBN: 178634498X Category : Technology & Engineering Languages : en Pages : 256
Book Description
In the oil and gas industries, large companies are endeavoring to find and utilize efficient structural health monitoring methods in order to reduce maintenance costs and time. Through an examination of the vibration-based techniques, this title addresses theoretical, computational and experimental methods used within this trend.By providing comprehensive and up-to-date coverage of established and emerging processes, this book enables the reader to draw their own conclusions about the field of vibration-controlled damage detection in comparison with other available techniques. The chapters offer a balance between laboratory and practical applications, in addition to detailed case studies, strengths and weakness are drawn from a broad spectrum of information.
Author: Aaron J. Reifsnyder Publisher: ISBN: 9781423517337 Category : Beam dynamics Languages : en Pages : 130
Book Description
The Air Force Institute of Technology, in conjunction with the Structural Health Monitoring branch of the Air Force Research Laboratory, is researching methods of determining effects of notch location and size on beam structures using modal frequency analysis. This thesis explores the ability to detect included notches of varying magnitudes and locations within the frequency domain of an isotropic cantilever beam. A series of experiments employing centerline-notched 2024 T3 and 2024 0 aluminum beams was used to determine whether natural frequency measurement in beam structures is a valid mechanism for damage detection. Each specimen was excited by a strain actuator and the dynamic beam response measured using a laser Doppler vibrometer, thereby obtaining eigenvalues and eigenvectors for each case. Results are analyzed for frequency degradation trends based on location, notch length, and vibration mode. Correlation is made between experimentally observed varies, ABAQUS modeling, and a series of MATLAB predictions utilizing a finite element solution approach developed by Perel and Palazotto (2002).
Author: Zhongqing Su Publisher: Springer Science & Business Media ISBN: 1848827849 Category : Technology & Engineering Languages : en Pages : 355
Book Description
Lamb waves are guided waves that propagate in thin plate or shell structures. There has been a clear increase of interest in using Lamb waves for identifying structural damage, entailing intensive research and development in this field over the past two decades. Now on the verge of maturity for diverse engineering applications, this emerging technique serves as an encouraging candidate for facilitating continuous and automated surveillance of the integrity of engineering structures in a cost-effective manner. In comparison with conventional nondestructive evaluation techniques such as ultrasonic scanning and radiography which have been well developed over half a century, damage identification using Lamb waves is in a stage of burgeoning development, presenting a number of technical challenges in application that need to be addressed and circumvented. It is these two aspects that have encouraged us to write this book, with the intention of consolidating the knowledge and know-how in the field of Lamb-wave-based damage identification, and of promoting widespread attention to mature application of this technique in the practical engineering sphere. This book provides a comprehensive description of key facets of damage identification technique using Lamb waves, based on the authors’ knowledge, comprehension and experience, ranging from fundamental theory through case studies to engineering applications.
Author: Publisher: ISBN: Category : Languages : en Pages : 0
Book Description
The Laser Doppler Vibrometer (LDV) optical instrument purchased under the DURIP grant is used for accurately measuring velocity (and displacement) of vibrating surfaces completely without contact. It is a complete, self-contained area vibration measurement and analysis system. The LDV automatically collects complete vibration data from up to thousands of individual points on a user-defined area. An important feature in scanning vibrometers is the ability to validate and improve the quality of measured data at every scan point. This overcomes problems caused by dark speckles and other unavoidable phenomena present in laser vibrometry. The system purchased is also equipped with Live and Fully Integrated Video Imaging. The equipment is particularly useful at higher frequencies (above Skit) where accelerometers become increasingly inaccurate due to their own dynamic characteristics and influences. A large number of applications that require measurements at very high frequencies and cannot be accomplished using accelerometers include piezoelectric transducers and exciters, NDE flaw detection, rotor blades, disk drive components and micro-sensors and actuators.
Author: Dabit Acharya Publisher: ISBN: Category : Civil engineering Languages : en Pages : 228
Book Description
"The main objective of this study is to show the specific capabilities of the Scanning Laser Vibrometer (SLV) for global damage detection using a recent defect energy parameter technique proposed by Saleeb and coworkers. The experimental technique used for extraction of signature is the first and most important part in any damage detection technique. Signatures considered here are full-field SLV measurements for modal shapes and associated frequencies of plated structures. The damage feature extraction capability was studied extensively by analyzing various simulation and experimental results. The practical significance in structural health monitoring is that the detection at early stages of small-size defects is always desirable. The amount of changes in the structure{u2019}s response due to these small defects was determined to show the needed level of accuracy in the experimental methods. The signal noise ratio of experiment shows the capability of the same experiment to be used for damage detection purpose. Various experiments were performed to verify a significant signal noise ratio for a successful detection. Very high number of scanning points, for optical experimental measurement, for any civil structure can be impractical and uneconomical. So, a pragmatic direction for the development of new experimental measurement tools was studied where different number of scanning points and different types of statically loaded simulations were performed to verify the specific capabilities of the defect energy parameter technique. It was further observed that powerful graphic user interface should also be an integral part in any present in the damage detection scheme for successful and more accurate detection. Furthermore, some potential use of SLV techniques in detection are provided, both for dynamic and static applications."--abstract.
Author: Randall Allemang Publisher: Springer ISBN: 9781461445463 Category : Science Languages : en Pages : 1403
Book Description
The SEM Handbook of Experimental Structural Dynamics stands as a comprehensive overview and reference for its subject, applicable to workers in research, product design and manufacture, and practice. The Handbook is devoted primarily to the areas of structural mechanics served by the Society for Experimental Mechanics IMAC community, such as modal analysis, rotating machinery, structural health monitoring, shock and vibration, sensors and instrumentation, aeroelasticity, ground testing, finite element techniques, model updating, sensitivity analysis, verification and validation, experimental dynamics sub-structuring, quantification of margin and uncertainty, and testing of civil infrastructure. Chapters offer comprehensive, detailed coverage of decades of scientific and technologic advance and all demonstrate an experimental perspective. Several sections specifically discuss the various types of experimental testing and common practices utilized in the automotive, aerospace, and civil structures industries. · History of Experimental Structural Mechanics · DIC Methods - Dynamic Photogrammetry · LDV Methods · Applied Digital Signal Processing · Introduction to Spectral - Basic Measurements · Structural Measurements - FRF · Random and Shock Testing · Rotating System Analysis Methods * · Sensors Signal Conditioning Instrumentation · Design of Modal Tests · Experimental Modal Methods · Experimental Modal Parameter Evaluation · Operating Modal Analysis Methods * · Analytical Numerical Substructuring · Finite Element Model Correlation · Model Updating · Damping of Materials and Structures · Model Calibration and Validation in Structures* · Uncertainty Quantification: UQ, QMU and Statistics * · Nonlinear System Analysis Methods (Experimental) · Structural Health Monitoring and Damage Detection · Experimental Substructure Modeling · Modal Modeling · Response (Impedance) Modeling · Nonlinear Normal Mode Analysis Techniques (Analytical) * · Modal Modeling with Nonlinear Connection Elements (Analytical) · Acoustics of Structural Systems (VibroAcoustics) * · Automotive Structural Testing * · Civil Structural Testing · Aerospace Perspective for Modeling and Validation · Sports Equipment Testing * · Applied Math for Experimental Structural Mechanics * Chapter Forthcoming Contributions present important theory behind relevant experimental methods as well as application and technology. Topical authors emphasize and dissect proven methods and offer detail beyond a simple review of the literature. Additionally, chapters cover practical needs of scientists and engineers who are new to the field. In most cases, neither the pertinent theory nor, in particular, the practical issues have been presented formally in current academic textbooks. Each chapter in the Handbook represents a ’must read’ for someone new to the subject or for someone returning to the field after an absence. Reference lists in each chapter consist of the seminal papers in the literature. This Handbook stands in parallel to the SEM Handbook of Experimental Solid Mechanics, where this Handbook focuses on experimental dynamics of structures at a macro-scale often involving multiple components and materials where the SEM Handbook of Experimental Solid Mechanics focuses on experimental mechanics of materials at a nano-scale and/or micro-scale.
Author: Mitali G. Shah
Author: Mitali G. Shah
Author: Akash Dixit
Author: Ali Salehzadeh Nobari
Author: Aaron J. Reifsnyder
Author: Zhongqing Su
Author: Kan Lu
Author: 
Author: Dabit Acharya
Author: Randall Allemang
Author: Hassene Hasni