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Anti-sway Control for Cranes. Design and Implementation Using MATLAB ® PDF

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DianweiQian Anti-SwayControlforCranes Also of Interest ComputationalPhysics M.Bestehorn,2018 ISBN978-3-11-051513-8,e-ISBN(PDF)978-3-11-051514-5, e-ISBN(EPUB)978-3-11-051521-3 TheFundamentalsofElectricalEngineering F.Hüning,2014 ISBN978-3-11-034991-7,e-ISBN(PDF)978-3-11-034990-0, e-ISBN(EPUB)978-3-11-030840-2 AdvancedMechanicalEngineering SeriesEditedbyJ.PauloDavim ISSN2367-3796,e-ISBN2367-380X NonlinearEngineering Editor-in-ChiefRezaN.Jazar,4Issuesperyear ISSN2192-8010,e-ISSN2192-8029 Dianwei Qian Anti-Sway Control for Cranes ® Design and Implementation Using MATLAB Author Dr.DianweiQian NorthChinaElectricPowerUniversity SchoolofControlandComputerEngin No.2BeinongRoad 102206Beijing,China [email protected] MATLABandSimulinkareregisteredtrademarksofTheMathWorks,Inc.Seewww.mathworks.com/ trademarksforalistofadditionaltrademarks.TheMathWorksPublisherLogoidentifiesbooksthat containMATLABandSimulinkcontent.Usedwithpermission.TheMathWorksdoesnotwarrantthe accuracyofthetextorexercisesinthisbook.Thisbook’suseordiscussionofMATLABandSimulink softwareorrelatedproductsdoesnotconstituteendorsementorsponsorshipbyTheMathWorksofa particularuseoftheMATLABandSimulinksoftwareorrelatedproducts. ® ® ForMATLAB andSimulink productinformation,orinformationonotherrelatedproducts,please contact: TheMathWorks,Inc. Fax:508-647-7001 3AppleHillDrive E-mail:[email protected] Natick,MA01760-2098USA Web:www.mathworks.com Tel:508-647-700 ISBN978-3-11-051936-5 e-ISBN(PDF)978-3-11-052010-1 e-ISBN(EPUB)978-3-11-051943-3 Set-ISBN978-3-11-052011-8 LibraryofCongressCataloging-in-PublicationData ACIPcatalogrecordforthisbookhasbeenappliedforattheLibraryofCongress. BibliographicinformationpublishedbytheDeutscheNationalbibliothek TheDeutscheNationalbibliothekliststhispublicationintheDeutscheNationalbibliografie;detailed bibliographicdataareavailableontheInternetathttp://dnb.dnb.de. ©2018WalterdeGruyterGmbH,Berlin/Boston Typesetting:IntegraSoftwareServicesPvt.Ltd. Printingandbinding:CPIbooksGmbH,Leck Coverimage:Green_beat/iStock/thinkstock @Printedonacid-freepaper PrintedinGermany www.degruyter.com DedicatedtomywifeWeiweiZhaoandourdaughtersSiqiQianandSiyuanQianas wellastomyparentsYubaoQianandLixiangBaiwithloveandgratitude DianweiQian Preface Cranes are widely used in industrial environments due to their heavy payload cap- abilities. Cranes exist in an enormous variety of forms. According to their primary dynamicproperties,cranescanroughlybecategorizedintothreetypes,suchasover- head cranes, boom cranes, and tower cranes. Among the three types of cranes, the locationofthesuspensioncableconnectionpointofoverheadcranescanbedescribed byaCartesiancoordinatesystem.InthisCartesianspace,theuseofoverheadcranes suffersfromthenaturalswayofcranepayloads,whichisinherentlyapendulum-type motion. Takingsafetyandpositioningaccuracyintoconsideration,theswayhasadverse effects on thecrane performance. Although skilled operators could eliminate much of the sway by moving cranes in very small increments, such an operation must degradethroughput.Thecontrolproblemofpendulum-typesystemsrisesuponac- countofsomeperformancedemands,suchassmallpayloadsway,highsafety,high positioningaccuracy,andshorttransportationtime. Thecontrolproblemhasbecomeoneofthecentralresearchtopics.Mostofthe previousworksinthisfieldconsiderthepayloadswayassingle-pendulumdynamics. Suchconsiderationmayoriginatefromthemechanicalstructureofoverheadcranes. Themechanicalstructureindicatesanoverheadcranethatconsistsoftrolley,hook, andpayload.Inthecrane,acableishangedbelowthetrolley,thehookissupportedby thecable,andthepayloadisattachedtothehookbysomeriggingcables.Assuming thatthehookandpayloadaremodeledbyalumpedmasspoint,asimplifiedcrane model could be drawn. The model suggests the crane behaves like a single pendu- lum.Concerningthesingle-pendulumcranemodel,numeroustheoreticalstudiesand practicalimplementationshavebeencarriedout. However, the lumped-mass-point assumption does not always hold true. Under some operating conditions, the hook and payload should be modeled by two dis- tributed mass points rather than a lumped mass point. This distributed-mass-point assumptionresultsindouble-pendulumdynamics.Thedouble-pendulumdynamics compound two kinds of pendulum motions with different natural frequencies such that those controllers designed to resist the single-pendulum oscillation are not as effectiveasexpected. Somecontroldesignsandapplicationshavebeenreportedtosuppressthedouble- pendulum oscillations. These research results were previously scattered in many journals and conference proceedings worldwide. This book methodically edits and presentstheresearchresultsinaunifiedform. The book consists of eight chapters. Each chapter concludes with appendices aboutsimulationprograms. Chapter1providessomenecessarybackgroundinformationaboutcranes,which are the controlled plant in the book, and consequently, an introduction about the types of cranes is also discussed. Then, a brief historical overview of crane control DOI 10.1515/9783110520101-202 VIII Preface since 2000 is considered. The history and the state-of-the-art research of both the single-pendulum-typecranecontrolandthedouble-pendulum-typecranecontrolare reviewedandpresented.Thechapterthenproceedswithsomeinsightsforbottleneck issuesofcontrolandfutureresearchdirections. Chapter 2 investigates the double-pendulum-type overhead crane dynamics via Lagrangian mechanics. The double-pendulum-type motions of cranes include two casessuchaslumped-masspayloadanddistributed-masspayload.Foreachcase,the equationsofmotionarepresentedbymeansoftheEuler–Lagrangeequations.Since thecranemodelsarepresentedundersomeidealassumptions,someuncertaintiesas- sociatedwithrealapplicationsarediscussednext.Inaddition,thechapterproceeds withtheanalysisofoscillationfrequenciesfordouble-pendulum-typemotionsbased on the methodology of linearization. The analysis distils the essential properties of double-pendulum-typemotions. Chapter 3 focuses on the anti-sway control problem of double-pendulum-type overhead cranes. The control method is passivity based. First, some basic concepts aboutpassivityarepresented.Then,takingdouble-pendulum-typeoverheadcranes intoaccount,thepassivitypropertyofsuchsystemsisinvestigated.Thesystemsta- bility of the passivity-based control method is proven. Some simulation results are illustrated to support the passivity-based anti-sway control. Finally, all the source codesaredrawn. Chapter 4 investigates the methodology of sliding mode for the anti-sway con- trolproblemofdouble-pendulum-typeoverheadcranes.Themethodologyofsliding modeisaclassofdesigntools,whichcontainssomebasicdesignmethodsandtheir derivatives.Thischapterstartswithsomebasicconceptsaboutslidingmode.Then, twoadvancedslidingmodemethods,suchasincrementalslidingmodecontroland hierarchicalslidingmodecontrol,arepresentedfordouble-pendulum-typeoverhead cranes. The stability analyses are also given in the sense of Lyapunov. Simulation resultsareillustratedtosupportthesliding-mode-basedanti-swaycontrolmethods. Finally,allthesourcecodesaredrawn. Chapter5focusesonthemethodologyofoutputfeedbackfortheanti-swaycontrol problemofdouble-pendulum-typeoverheadcranes.Inpractice,theangularvelocities ofhookandpayloadareunavailableinmostcases.Suchapracticalissuecallsforthe outputfeedback-basedcontroldesign.Thischapterstartswithsomebasicconcepts about output feedback. Then, an output feedback-based controller is presented for double-pendulum-type overheadcranes.Thestabilityanalysisisalsoproveninthe senseofLyapunov.Simulationresultsareillustratedtosupportthecontrolmethod. Finally,allthesourcecodesaregiven. Chapter6exploresthemethodologyoffuzzylogicfortheanti-swaycontrolprob- lemofdouble-pendulum-typeoverheadcranes.Concerningthecontrolapplications, fuzzy-logic-basedcontrol(shortforfuzzycontrol)hasbeenproventobeeffectivefor solvingunmodeleddynamics.However,fuzzycontrolneedsafuzzyinferencemodel todeterminethefinalcontrolsignal.Inrealapplications,fuzzycontroloftensuffers Preface IX fromthedilemmaofexponentialruleexplosion.Fortunately,afuzzyinferencemodel called single-input-rule modules (SIRMs) can overcome the dilemma by an ingeni- ous structure. This chapter starts with some basic concepts about fuzzy logic and fuzzycontrol.Then,aSIRM-basedfuzzycontrollerispresentedfordouble-pendulum- typeoverheadcranes.Somesimulationresultsareillustratedtosupportthecontrol method.Finally,allthesourcecodesarelisted. Chapter7investigatesthemethodologyofinputshapingfortheanti-swaycontrol problem of double-pendulum-type overhead cranes. Input shaping is an open-loop control technology. It can implement its control action by intelligently shaping the referencecommands.Themethodcaneffectivelycancelmotion-inducedoscillations. Inherently,themethodisafeed-forwardtechnique.Inrealapplications,itishardto resistanyerrorwithoutspecialdesign.Inordertodealwiththeseissues,thischapter startswithsomebasicconceptsaboutinputshaping.Onesimultaneousinputshaper is designed to overcome the double-pendulum oscillations. Meanwhile, one classic convolvedinputshaperisillustratedasacomparison.Then,thesimultaneousinput shaperintegratedwithaSIRM-basedfuzzycontrollerisexploredforthetransportcon- trolproblemofdouble-pendulum-typeoverheadcranes.Somesimulationresultsare illustratedtosupportthehybridcontroldesign.Finally,allthesourcecodesarelisted. Chapter 8 presents preliminary results on the anti-sway control development andapplicationfordouble-pendulum-typeoverheadcranes,drawssomeconcluding remarks,andsummarizesopenproblemsforfutureresearch. Appendix provides a software program that integrates all the methods of the book.Thesoftwareisuser-friendly,designedbygraphicaluserinterface.Itcanhelp beginnersunderstandandmastertheanti-swaycontrolofdouble-pendulummotions. Thebookcanbeusedforteachingagraduate-levelspecial-topicscourseincontrol applications. Inthisbook,allthecontrolalgorithmsandtheirprogramsaredescribedsepar- atelyandclassifiedbythechaptername,whichcanberunsuccessfullyinMATLAB 7.5.0.342 version or in other more advanced versions. If you have questions about algorithms and simulation programs, please feel free to contact Dianwei Qian by E-mail:[email protected]. DianweiQian Beijing

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