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Experimental Stress Analysis for Materials and Structures: Stress Analysis Models for Developing Design Methodologies PDF

509 Pages·2015·21.87 MB·English
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Springer Series in Solid and Structural Mechanics 4 Alessandro Freddi Giorgio Olmi Luca Cristofolini Experimental Stress Analysis for Materials and Structures Stress Analysis Models for Developing Design Methodologies Springer Series in Solid and Structural Mechanics Volume 4 Series editors Michel Frémond, Rome, Italy Franco Maceri, Rome, Italy More information about this series at http://www.springer.com/series/10616 Alessandro Freddi Giorgio Olmi (cid:129) Luca Cristofolini Experimental Stress Analysis for Materials and Structures Stress Analysis Models for Developing Design Methodologies 123 Alessandro Freddi Luca Cristofolini Department of IndustrialEngineering Department of IndustrialEngineering Universityof Bologna Universityof Bologna Bologna Bologna Italy Italy GiorgioOlmi Department of IndustrialEngineering Universityof Bologna Bologna Italy ISSN 2195-3511 ISSN 2195-352X (electronic) Springer Series inSolidand StructuralMechanics ISBN 978-3-319-06085-9 ISBN 978-3-319-06086-6 (eBook) DOI 10.1007/978-3-319-06086-6 LibraryofCongressControlNumber:2015932851 SpringerChamHeidelbergNewYorkDordrechtLondon ©SpringerInternationalPublishingSwitzerland2015 Thisworkissubjecttocopyright.AllrightsarereservedbythePublisher,whetherthewholeorpart of the material is concerned, specifically the rights of translation, reprinting, reuse of illustrations, recitation, broadcasting, reproduction on microfilms or in any other physical way, and transmission or information storage and retrieval, electronic adaptation, computer software, or by similar or dissimilarmethodologynowknownorhereafterdeveloped. The use of general descriptive names, registered names, trademarks, service marks, etc. in this publicationdoesnotimply,evenintheabsenceofaspecificstatement,thatsuchnamesareexempt fromtherelevantprotectivelawsandregulationsandthereforefreeforgeneraluse. Thepublisher,theauthorsandtheeditorsaresafetoassumethattheadviceandinformationinthis book are believed to be true and accurate at the date of publication. Neither the publisher nor the authors or the editors give a warranty, express or implied, with respect to the material contained hereinorforanyerrorsoromissionsthatmayhavebeenmade. Printedonacid-freepaper SpringerInternationalPublishingAGSwitzerlandispartofSpringerScience+BusinessMedia (www.springer.com) Nichts ist so praktisch wie eine gute Theorie —Kurt Lewin (1890–1947) (There is nothing so practical as a good theory) but: Nothing helps scientific thought like a good Experiment. Engineering and Physics cannot be thought of without models which represent the real world to the best of our knowledge. —Friedrich Pfeiffer, Hartmut Bremer (2015) CISM–AIMETA–Udine. Since the birth of modern science, the hypothesis as well as its experimental verification have a mathematical nature, both being expressed by a set of physical measurable—not qualitative—quantities….. —Emanuele Severino (1984) Modern Philosophy Rizzoli Inc., Italy Foreword A model is an abstract mathematical description of a more or less complex entity, which is important in engineering sciences to investigate and predict the entity behavior in relation to performance, reliability, and safety. Correct modeling of a technical entity, whether material, structure, device, equipment or system, is thus fundamental to engineering purposes. This holds, in particular, for mechanical structures or systems, for which experiments to support modeling are often unavoidable, following the definition of inverse problem from the measurement of effects to identification of causes given in the preface of this book. In these cases, design of experiment is an essential tool to verify, develop, or refine models. Experimentandexperiencegreatlyhelpinfindingsimplificationsmakingthemodel justascomplexasnecessarytocontainallrelevantparameters.However,inmodel building, physical and statistical validation of model assumptions should precede data analysis. In this book Professor Freddi, supported by two of his closest col- laborators,hascondensedtheexperiencesgainedinalongacademicactivityinthis field in cooperation with the industry. The book gives a careful introduction to methods and tools used in Experimental Stress Analysis, opening the door to new investigationsonfailuremechanismsitisusefulformechanicalengineersinpractice as well as a textbook, notleast for thelarge numberof solved practical examples. Firenze and Zürich, April 2015 Alessandro Birolini Ph.D. Professor Emeritus of Reliability Engineering at the ETH Zurich vii Preface The contents presented in this book are, in the opinion of the authors, an essential conceptualbasisforthetrainingofprofessionalmechanicalengineersinthefieldof experimentalmethodsappliedtotheoryofstructures.Ourintentionisnottogivean overviewofalltheexperimentalmethodsusedinstressanalysis,aswepresentonly those that we have utilized for research purposes and scientific and technical consulting. Experimental analysis methods are based on different branches of sci- ence such as mechanics, electronics, optics, information theory, etc.: excellent specialized books are available written by specialists from different areas, which focus exclusively on methods. This book is a complementary reading to such specializedworks,inthatitgivesanoutlineofsomemethodsandshowshowtheir applicationsmakeitpossibletounderstandthefoundationofaproblemevenbefore obtainingadetailedsolution.Forthislattertask,thecomputingmethodsthatcover nearly every need in solving particular cases are the best. Whilehistoricallyexperimentalanalysiswasdevelopedasasurreptitioustooldue toalackofanalyticalsolutionstostructuralproblems,todayitisaninstrumentfor clarifying the limitations of analytical theories, but primarily, due to the inverse nature of experimentation, for identifying unknown parameters, integrating exper- imental data into analytical models. ExperimentalStressAnalysis was classically regarded asa collection ofexperimental methods dedicatedto themeasurement of deformations ofloaded bodies, and then to thecorresponding states ofstress.This has been modified into a methodology to build acceptable models for setting up phenomenological theories and supporting design practices. Itiscommontospeakofdesignforsafety,reliability,ordesigntopreventhigh cyclefatigue,lowcyclefatigue,crackpropagation,multi-modefailures,etc.Onthe basis of years of teaching and consulting experience, we believe that the ultimate goalofexperimentalanalysisisnotonlytheknowledgeofastateofstressbutalso the design and assessment of the integrity of structural systems. Thereisanotherissueherethatmustbedealtwith:ExperimentalStressAnalysis requires a variety of devices, testing machines, etc. that may be available on the market, often packaged in the form of black boxes. Self-made equipments give ix x Preface many more opportunities for adjusting to specific problems and have an unparal- leledrolefortrainingtheexperimentalistandalsoforeducationinstructuraldesign. The laboratory practice is highly educational for this purpose since it is concep- tually similar to the practice of design. Both deal with problems in which a lot of data is unknown. This book is therefore oriented to applications, which require a self-made laboratory equipment on the assumption that it may offer a useful aid to help graduate students develop sensitivity to quickly discovering the few control- ling variables and the essential tests for solving the problem. Accordingtoitsinversemethodologynature,experimentalanalysishasrecently foundnewtasksinthesolutionofreliabilityproblems.Theestimationofreliability, andthereforealsotheanswertothequestionofapossibleextensionoflife,requires experiments in order to identify the causes of defects and failures and to measure the failure rate. Therefore, the role of experimentation is not one of simple verifi- cation of a theoretical prediction, but is a continuous monitoring and control of processesandaninvaluabletoolfor theestimationofthelifeoftechnicalsystems. Finally, we did not use the more accredited and common label of Experimental Mechanics as the title to cover the topics of this book. Generic nominalization might lead to a confused definition of boundaries and to misunderstandings: important topics, such as Experimental Vibrations Analysis, have for many years constituteddisciplinesintheirownrightandarenotcoveredinthisbook.Alongthe same line, there is no reason to limit Experimental Mechanics to solid bodies. Referencestoexperimentalstressanalysiscanbefoundinmaterialsproducedby scientific societies in various countries, such as SEM (American Association of Experimental Mechanics) in the USA, GESA (Gesellschaft für Experimentelle Spannung Analyse) in Germany, GAMAC (Avancement des Methodes d’Analyse desContraintes)inFrance,BSSM(BritishSocietyforStrainMeasurement)intheUK, AIAS (Italian Association of Stress Analysis) in Italy, EURASEM (European AssociationforExperimentalMechanics)forEurope,theDanubia-AdriaSymposium forCentralEurope,andtheInternationalCommitteeIMEKOTC15(Experimental Mechanics) with related YSESM, (Youth Symposium for Experimental Solid Mechanics)expresslydevotedtoyoungresearchers. Bologna, April 2015 Alessandro Freddi Giorgio Olmi Luca Cristofolini Contents Part I A Brief Review of the Experimental Methods Utilized in the Book 1 Introduction to Inverse Problems . . . . . . . . . . . . . . . . . . . . . . . . 3 1.1 Premise. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 1.1.1 General Rules. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 1.1.2 Rules for Inverse Problems . . . . . . . . . . . . . . . . . . . 4 1.2 Forward and Inverse Problems for Elastic Discretized Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 1.2.1 Quality Indicators of Inverse Solutions . . . . . . . . . . . 13 1.2.2 Inverse Solution for Systems in Matrix Form. . . . . . . 14 1.3 Systems in Functional Form. . . . . . . . . . . . . . . . . . . . . . . . . 17 1.3.1 Regularization Method of Tikhonov-Phillips. . . . . . . . 18 1.3.2 Regularization Using Regularization Matrix. . . . . . . . 19 1.3.3 Further Reading . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 References. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 2 Introduction to the Application of Strain Gages. . . . . . . . . . . . . . 23 2.1 Properties of Strain Gages . . . . . . . . . . . . . . . . . . . . . . . . . . 23 2.1.1 Relationship Between Strain and Resistance Change . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 2.1.2 Materials for Metal Strain Gages . . . . . . . . . . . . . . . 26 2.1.3 Resistance Values. . . . . . . . . . . . . . . . . . . . . . . . . . 28 2.1.4 Transverse Sensitivity and Strain Gage Factor . . . . . . 32 2.1.5 Influence of a Temperature Variation . . . . . . . . . . . . 34 2.1.6 Compensation for Thermal Output . . . . . . . . . . . . . . 36 2.2 Strain Gage Rosettes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 2.2.1 Three-Gage Rectangular ð0(cid:2)45(cid:2)90(cid:2)Þ Rosettes . . . . . 39 2.2.2 Three-Gage ð0(cid:2)120(cid:2)240(cid:2)Þ or ð0(cid:2)60(cid:2)120(cid:2)Þ Rosettes . . . . . . . . . . . . . . . . . . . . 41 xi

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