海洋结构翻译毕业设计翻译稿.docx
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海洋结构翻译毕业设计翻译稿.docx
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海洋结构翻译毕业设计翻译稿
英语翻译原文:
MarineStructures
Corrosionratemeasurementsinsteelsheetpilewallsinamarineenvironment
Abstract
Corrosionofsteelstructuresinthemarineenvironmentisamajorproblem.Thedeteriorationofthiskindofstructuresiscostlyanddifficulttopredictbothwhendesigningnewstructuresandwhenestimatingtheremainingservicelifetimeforexistingstructures.TheaimofthisinvestigationwastofindindicativevaluesforthecorrosionrateofsteelsheetpilesontheSwedishwestcoast.Suchcorrosionrates(mm/year)canbeusedbothwhendesigningnewstructuresbyoversizingthesteelthicknessandwhenestimatingthebearingcapacityofexistingsheetpilestructures.EarlierinvestigationsonthecorrosionratesalongtheSwedisheastcoast-withsalinityfromabout0.2%to0.8%-arestillusedtodayasguidelinesforthecorrosionrateofallsteelstructuresintheSwedishmaritimeenvironmenteventhoughthesalinityonthewestcoastcanbeashighas3.0%.
SteelsheetpilewharfslocatedintheportofHalmstadontheSwedishwestcoastwereinspectedbyultrasonicmeasurements.Threewharfstructureswithatotallengthofabout700mwereinspected.Noneoftheinspectedwharfshadorhavehadcathodicprotection.Thethicknessmeasurementsofthesteelsheetpilestructureswereultrasonicbydivers.
Theageofthethreeinspectedsheetpilestructuresrangedfrom36to51years.Thedimensionsoftheoriginalsheetpilesectionsareknown.Oneofthequaystructuresislocatedalongariver.Thesalinityatallwharfsvariedfromlowvaluesatthesurfacetoapprox.2%atthebottom(alsointheriveroutflow).
ThemeasuredaveragecorrosionrateswereinthesameorderasthedesignvaluesintheEuropeancode.However,theresultsindicateincreasedcorrosionratesabout1mbelowthemeanwatersurfaceandatthelevelofthepropellersfromtheshipsberthingthemostfrequentedoftheinspectedwharfs,3–6mbelowwatersurface.
Thetolerancesofsteelsheetthicknesses-usuallyintheorderof±6%–areoftenneglectedwheninvestigatingtheremainingthicknessinsteelsheetpiles.Asimplecalculationmodelshowsthatthesheetpilemustbealmost50yearsofagebeforeanaccurateestimationonthecorrosionratecanbemade,consideringthetolerances,ifthetrueoriginalsheetpilethicknessisnotknown.
Introduction
1.1.Background
Alargepartoftheinternationaltradeintheworldistodaytransportedatsea.Thehighervolumeoftransportedgoodsbysea,alongwithlargerfreightvessels,setincreaseddemandsonthequaysandferryberthsinourharbors.Sincetheloadsonthequaydecksincreasewithincreasedhandlingofgoodsandthedeteriorationinformofcorrosionreducesthebearingcapacityofthesheetpilestructure,thiscanleadtoacollapse.Fig.1showssometypicalquaysinindustrialharbors.
ManyofthequaysinSwedishharborshavereachedanageof60-70yearsandhave–accordingtotheoriginaldesigncriteriabasedonassumedcorrosionrates-reachedtheirdesignlifetime.Eventhoughmostofthesequaysandwharfsareactuallystillingoodconditionthereisaneedforinspectionsandpredictionsofremaininglifetimeforthesestructuresinordertoplanforrenovationsandthedesignofnewquays.
Theservicelifetimeofnewsheetpilestructureisusuallyfulfilledbyoversizingthesteelthicknessinthesheetprofile.Knowledgeaboutthecorrosionrateisalsoimportantwhenverifyingtheremainingbearingcapacityofexistingstructures,andestimatingtheremainingservicelifetimeac-cordingtobearingcapacity.Whenoversizingthestructure,acertaincorrosionrate(mm/year)isassumed.Thecorrosionisalsoassumedtobeevenalloverthesurfaceandpitcorrosionorothertypesofunevencorrosionarenotaccountedfor.Inpracticethecorrosionrateisalsoassumedtobealinearfunctionoftimebymostengineers.However,areportfromaEuropeanresearchproject[1]concludesthatthecorrosionratedecreaseswithtime.Thevaluesoncorrosionratesinthisreportarealsogiveninreference[2]andareusedbypracticingengineersinEuropetodaywhendesigningnewsteelstructures.Accordingtothisreport,thecorrosionrateneedstobetreatedstatistically.Itisprobablethatadecreasingcorrosionratewillbefoundiftheprotectivelayersofcorrosionproductsformedarenotdamagedoreroded[3].
Onewaytoestimatethecorrosionrateatacertainsiteistoperformmeasurementsonremaininggoodsthicknessonexistingstructures.Withknowledgeabouttheoriginalsheetpiledimensionsandtheyearofinstallation,itisthenpossibletoestimatetheaveragecorrosionrate.Havingknowledgeabouttheaveragecorrosionrateinindividualharborsgivesbotheconomicandenvironmentalgainsasthiskindofstructurescanthenbeoptimizedbasedontheactualrateoflossofmaterials.
Wheninvestigatingexistingsteelsheetstructures,oneusuallymeasurestheuniformcorrosionrateoveracertainareaofthestructure.Thisis,however,asimplificationofhowthecorrosionprocesstakesplace,sincethereisalsooftenpitcorrosion,whichisconcentratedtosmallareas.Pitcorrosioncangiveverymisleadingresultswhenmeasuringthesteelthicknesswiththecommonlyusedultrasonicgauges.Itisalsocommonlyfoundthatthemostseverecorrosioninsheetpilestructuresappearsinthesplashzone,whilemuchlowercorrosionratesarefoundacoupleofmetersbelowmeanwaterlevel.Thiscouldindicatethepresenceofacceleratedlowwatercorrosion(ALWC)asdescribedinreferences[4]andin[5]amongothers.NoobvioussignsofthepresenceofALWChavehoweverbeenfoundintheinvestigationpresentedinthispaper.Theabovefactorscomplicatetheestimationofthestatusofharborstructures.
1.2.Principlesofdesignofasheetpilequay
Whendesigninganewsheetpilequaythereareseveralaspectstoconsider.Thegeotechnicalconditionsareforexampleofimportanceforthefinaloperationofthestructure.Sometimesitisnecessarytoreplacenaturalweaksoilsbehindthequaywallwithcoarserfillingmaterialwithhigherbearingcapacity.Twootherdesigncriteriaaretheprescribedgroundloadfromtrucksandmobilecranesonthequaydeckbehindthesheetpilewall(cf.Fig.1),andtheprescribedservicelifetimeofthequay.
Oneofthemostcommonquaystructurestodayistheback-anchoredsteelsheetwallasshowninFig.2.Thewallisback-anchoredeitherinbedrockorinanchorplatesinthebackfillingbehindthewall.Thematerialusedinthetierodsissteelandtheanchorplatesareusuallyprecastconcreteslabsorsteelsheetpiles.Thetierodsareprotectedagainstcorrosion,e.g.,byabitumenlining.
ThemostcommonlyusedsheetpilesectionsinharborconstructionsareZ-andU-profiles(Fig.3).Thesheetpilesaredeliveredinsteelgradeswithminimumyieldstrengthbetween240and460MPa.Thethicknessonstandardprofilesvariesbetween6and20mmintheflangesandbetween8and16mmintheweb.Maximumstandardrollinglengthsdependsontheprofiletypechosenandvariesbetween16and33m.
Themostsensitivesection(withrespecttothebendingmomentcapacity)inaback-anchoredsheetpilewalloccursataboutonethirdoftheexcavationdepthfromtheseabottom,asthisiswherethehighestbendingmomentnormallyoccurs(Fig.4).However,thelargestshearforceislocatedattheleveloftheattachmentoftherods.Becauseofthisitisimportanttodetectpotentialweaknessesintheflangesbelowthewatersurfaceandinthewebatthelocationoftheattachmentofthetierods.Ifthesheetpilewallsupportsthedirectverticalloadfromforexampleacrane,thecorrosionofthewholesectionistobeconsideredsincethisloadcasegivesrisetoadditionalcompressionstressesoverthewholesectionalarea.
Whendesigningasheetpilewallforacertainlocation,itwouldbeofinteresttobeabletoconsiderallthefactorsthatinfluencethecorrosionrate:
temperature,salinity,oxygenconcentration,biologicalgrowth,erosionetc.Thisisnotfeasible,butwecanfocusonthemostimportantfactorstooptimizeadesignforacertainlocation.
InSwedenwehaveratherlargevariationsintemperatureovertheyearandthesalinityrangesfromapprox.0.2%atthenortheastcoast,to0.8%atthesouthcoast,toaround3.0%attheuppernorth-westcoast.Thisuniquegradientinsalinity-seennowhereintheworldonthisscale-couldserveasatestgroundforstudiesofhowsalinityinfluencescorrosionrateinharbors.Itiswellknownthattemperatureandsalinity,togetherwithseveralotherphysicalandchemicalparameters,influencesthecorrosionofmildsteelinseawater,seeforexamplereference[6].However,thisstudyisbasedonlaboratorymeasurementsanddoesnottakeforexamplebiologicalgrowthintoaccount;undernaturalexposureithasbeenproposedthattemperatureisthemainvariablegoverningcorrosionofmarinestructures[7].
1.3.Currentdesignvaluesoncorrosionrates
Differentvaluesoncorrosionratesonsteelinmarinestructuresareusedindifferentpartsoftheworld.Informationonrecommendedratesisinsomecasesavailableinnationalorinternationalbuildingcodes.InFig.5recommendedcorrosionratesforsteelinmarineenvironmentsaresummarizedforUSA,Australia,EuropeandSweden.
Itiswell-knownthatthecorrosiononsteelinamarineenvironmentisnotlinear,seeforexamplethemeasurementspresentedinthereportonwhichtheEurocodeisbased[1].Severalmodelsfordescribingthenon-linearityhasbeendevelopedduringtheyears;oneofthemorerefinedmodelsisthatpresentedbyMelchers[7].Thenon-linearbehav
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