EAD330008020601欧洲评估文件-电气设备外壳通 用技术条件第8部分：工业用塑料外壳 第2节：材料性能要求 第6章：阻燃等级 第1条：V-0级

EAD330008-02-0601

February2016

ANCHORCHANNELS

©2016

EuropeanAssessmentDocument-EAD330008-02-0601

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2

/59

ThereferencetitleandlanguageforthisEADisEnglish.TheapplicablerulesofcopyrightrefertothedocumentelaboratedinandpublishedbyEOTA

ThisEuropeanAssessmentDocument(EAD)hasbeendevelopedtakingintoaccountup-to-datetechnicalandscientificknowledgeatthetimeofissueandispublishedinaccordancewiththerelevantprovisionsofRegulation(EU)No305/2011asabasisforthepreparationandissuingofEuropeanTechnicalAssessments(ETA).

©EOTA2016

EuropeanAssessmentDocument-EAD330008-02-0601

PAGE

10

/59

©EOTA2016

Contents

ScopeoftheEAD 4

Descriptionoftheconstructionproduct 4

Channelprofile 4

Anchor-General 4

Anchors,thatareweldedtothechannelback 5

Roundheadedanchorsthatareforgedorboltedtothechannelback 5

Channelbolts(hammer-headandhook-headchannelbolts) 5

Informationontheintendeduseoftheconstructionproduct 8

Intendeduse 8

Workinglife/Durability 11

SpecifictermsusedinthisEAD(ifnecessaryinadditiontothedefinitionsinCPR,Art2) 12

Essentialcharacteristicsandrelevantassessmentmethodsandcriteria 17

Essentialcharacteristicsoftheproduct 17

Methodsandcriteriaforassessingtheperformanceoftheproductinrelationtoessential

characteristicsoftheproduct 18

General 19

Characteristicresistancefortensionunderstaticandquasi-staticloading 27

Characteristicresistanceforshearunderstaticandquasi-staticloading 38

Characteristicresistancefortensionunderstaticandfatiguecyclicloading–testmethods

A1,A2 44

Characteristicresistancefortensionunderfatiguecyclicloading–testmethodB 51

Installationparameters 53

Geometricparameters 53

Displacements 53

Durability 53

Reactiontofire 54

Resistancetofire 54

Assessmentandverificationofconstancyofperformance 54

Systemofassessmentandverificationofconstancyofperformancetobeapplied 54

Tasksofthemanufacturer 54

Tasksofthenotifiedbody 57

Referencedocuments 58

AnnexA1 Theinteractivemethodtodeterminethecharacteristicfatigueresistance A1

AnnexA2 Methodtodeterminethecharacteristicfatigueresistanceasatrilinearfunction A12

AnnexB Methodtodeterminethecharacteristicfatiguelimitresistance A28

SCOPEOFTHEEAD

Descriptionoftheconstructionproduct

ThisEuropeanAssessmentDocument(EAD)coversthesystemofanchorchannelsandappropriatechannelboltsmadeofcarbonsteelorstainlesssteel.

Theconstructionproduct(anchorchannel)consistsofachannelprofilewithtwolipsproducedofcarbonsteelorstainlesssteelandatleasttwometalanchorsonthechannelbackasillustratedin

Fig.1.1

to

Fig.1.4.

Typicalcrosssectionsofchannels,typesofconnectionsbetweenanchorandchannelandanchortypesareshownin

Fig.2.

8to

Fig.2.

10.Theanchorsaremadeofcarbonsteelorstainlesssteelandarefastenedontheanchorchannelatthemanufacturingplantonly.Asmanyanchorsasdesiredarefastenedtotheanchorchannelatconstantdistances.Allanchorsattachedtotheanchorchannelareofthesametype,sizeandembedment.

ThisEADcoversanchorchannelswithasmoothsurfaceofthechannellipsincombinationwithchannelboltswithasmoothsurfaceontheundersideofthechannelboltheadincontactwiththechannel(see

Fig.1.1

).

ThematerialsfortheanchorchannelsarelistedinTable1.2.Iftheanchorchannelconsistsofcomponentsinvolvingdifferentmaterials,thedifferentmaterialsarenoted.

Channelprofile

Thechannelprofileconsistsofcarbonsteelorstainlesssteel.

Thechannelprofilesaremadebyacold-orhot-formingmanufacturingprocess.

Thechannelprofiledimensionsarelimitedbythevaluesgivenin

Table1.1.

Themaximumchannellengthisunlimited.

Table1.1: MinimumandmaximumdimensionsofanchorchannelscoveredbythisEAD.

Channelheighthch

≥15mm

≤51mm

Channelwidthbch

≥25mm

≤76mm

channellengthlch

≥100mm

Anchor-General

TheanchorsareproducedfromcarbonorstainlesssteelinaccordancewithTable1.2.Theyarewelded,boltedorforgedtothechannelback.

Theaxialdistancebetweentheendofthechannelandtheaxisofthenearestanchor,x(see

Fig.1.2

),is≥25mm.

Theaxialspacingbetweenanchors,s(see

Fig.1.2

),isatleast50mm.Themaximumspacings,isnotlargerthan5∙cminor400mm.

Ifmorethantwoanchorsareconnectedtothechannelback,theirspacingshallbeconstant.

ThisEADappliestoanchorsaccordingto

1.1.3

or

1.1.4.

Anchors,thatareweldedtothechannelback

TheanchorsconsistofI-shapedorT-shapedprofilesorroundheadedanchors.Theweldingisperformedinaplantbyanappropriateweldingmethod(methodaccordingtoENISO4063

[8

]).

I-shapedandT-shapedanchorscomplywiththefollowingdimensions(compare

Fig.1.1

a):lengthla≥60mm,webthicknessw≥4mm,widthofanchorheadbh≥14mmandwidth(cuttinglength)10mm≤wA≤50mm.

Roundheadedanchorscomplywiththefollowingdimensions(compare

Fig.1.1

b):lengthla≥30mm,shaftdiameterda≥5mmandheaddiameterdh≥12mm.Theheadisforgedtotheanchorormayconsistofanut,whichisfixednon-detachably.

Roundheadedanchorsthatareforgedorboltedtothechannelback.

Theanchorscomplywiththedimensionsgivenin

1.1.3

(3).

Theanchorsareplacedintoholesinthebackofthechannelandconnectedrigidly.

Channelbolts(hammer-headandhook-headchannelbolts)

Thegeometryofthechannelboltheadfitsintotheinternalshapeofthechannel.

Amarkingattheendofthechannelboltshowsthecorrectplacementofthechannelbolt.

ShapeofshaftandthreadfollowsENISO4018

[9

].

TheindicationofthestrengthclassshallfollowsENISO898-1

[10]

and/orENISO3506-1

[11

].

Thethreaddiameteris≥6mm(M6).

a) anchorchannelwithI-anchorweldedtothe

channelback.

b) anchorchannelwithroundanchor

Fig.1.1: Examplesofanchorchannelswithcorrespondingchannelbolt

Table1.2: Designationsandmaterials

Part

Designation

Material

1

Channel

Steelacc.toEN10025[6]

Steelacc.toEN10149

[18]

Stainlesssteelacc.toEN10088

[7]

2

-Anchor

Steelacc.toEN10025[6]

Stainlesssteelacc.toEN10088

[7]

Roundanchor

Steelacc.toDIN17111

[14]

Steelacc.toEN10263

[15]

Steelacc.toEN10269

[19]

Stainlesssteelacc.toEN10088

[7]

3

Channelbolt

ShaftandthreadformfollowingENISO4018

[9]

Carbonsteel,4.6strengthclass8.8acc.toENISO898

[10]

Stainlesssteel,50strengthclass70followingENISO3506

[11]

4

Washer

Steel,hardnessclass200HV

acc.toENISO7089

[20]

,ENISO7090[26]andENISO7091

[20]

Stainlesssteel,hardnessclass200HV

acc.toENISO7089

[20]

,ENISO7090[26]andENISO7091

[20]

5

Nut

ENISO4032

[16]

and

ENISO4034

[17]

Steel,strengthclass5,6or8,acc.toENISO898-2

[10]

Stainlesssteel,strengthclass50or70acc.toENISO3506-2

[11]

TheproductisnotcoveredbyaharmonisedEuropeanstandard(hEN).

Theproductisnotfullycoveredbythefollowingharmonisedtechnicalspecification:EAD330008-00-0601

Concerningproductpackaging,transport,storage,maintenance,replacementandrepairitistheresponsibilityofthemanufacturertoundertaketheappropriatemeasuresandtoadvisehisclientsonthetransport,storage,maintenance,replacementandrepairoftheproductasheconsidersnecessary.

Itisassumedthattheproductwillbeinstalledaccordingtothemanufacturer’sinstructions.

Relevantmanufacturer’sstipulationshavinginfluenceontheperformanceoftheproductcoveredbythisEuropeanAssessmentDocumentshallbeconsideredforthedeterminationoftheperformanceanddetailedintheETA.

Informationontheintendeduseoftheconstructionproduct

Intendeduse

ThisEADcoversanchorchannelsinstalledinmembersmadeofcompactednormalweightconcreteofstrengthclassesintherangeC12/15toC90/105allinaccordancewithEN206-1.Theanchorchannelisintendedtobeusedincrackedandnon-crackedconcrete.

Theanchorchannelisembeddedsurface-flushintheconcreteasillustratedin

Fig.1.2.

Afixtureisconnectedtotheanchorchannelbychannelbolts(hammerheadorhookheadchannelbolts)withappropriatehexagonnutsandwashersinaccordancewith

Fig.1.2

and

Fig.1.3

.Theinstallationisdescribedinthemanufacturer’sproductinstallationinstruction.Manufacturer’sProductInstallationInstructions(MPII)areclearandprovideallnecessaryinformationforasafeinstallation.

Thefixtureisincontactwiththeconcretesurfaceasshownin

Fig.1.3

a)orisnotincontactwiththeconcretesurface(steel-steelcontactwithnobendingofthechannellipsduringinstallation)asshownin

Fig.1.3

b).

Inapplicationsaccordingto

Fig.1.3

a)(fixtureincontactwithconcrete)aclampingforcebetweenconcreteandfixtureisgeneratedbytighteningthechannelboltwiththeinstallationtorque.

Inapplicationsaccordingto

Fig.1.3

b)itisassumedthatonlyaclampingforcebetweenchannelprofileandfixtureisgeneratedbytighteningthechannelboltwiththeinstallationtorque,becauseofthedirectcontactbetweenfixtureandchannellips.Toensurethecorrectnessoftheseassumptionsthegapbetweenfixtureandconcretesurfaceafterinstallationoftheanchorchannelandprestressingofthechannelboltissufficientlylargetakingintoaccountapossibleunevennessoftheconcretesurface.Therequiredgapbetweenfixtureandconcretesurfaceisensuredbyplacingsuitablesteelparts(e.g.sufficientlylargewashers)betweenchannellipsandfixture.

Applicationsacc.to

Fig.1.3

a)andb)mayhavedifferentvaluesofTinst.ToreporttheinstallationtorqueTinstacc.to

Fig.1.3

a)ismandatoryandacc.

Fig.1.3

b)isoptional.

channelboltwithnutandwasher

Fig.1.2: Exampleofananchorchannelembeddedinaconcretemember

b)

Fig.1.3: Anchorchannelembeddedinconcrete

General:Thefixtureisfastenedtotheconcreteortotheanchorchannelrespectivelyfastenedtoconcreteandanchorchannel.

Steeltosteelcontact:Thefixtureisfastenedtotheanchorchannelbysuitablesteelpart(e.g.washer).

Thedistancebetweentwoormoreanchorchannelsisinsuchawaythatnospacingbetweentwoanchorsofneighboringanchorchannelsislessthanscr,N.

Theanchorchannelisanchoredinconcretebymechanicalinterlockbetweentheanchorandtheconcretemember.

ThisEADcoversanchorchannelunderstaticorquasi-staticloads.Theanchorchannelisusedtotransmittensileloads,shearloadsperpendiculartothelongitudinalchannelaxisorany

combinationoftheseloadsinaccordancewith

Fig.1.4

intotheconcrete.Theshearloadisappliedwithoutorwithleverarminrespecttotheconcretesurface.

ThisEADcoversalsoanchorchannelunderfatigueloadsincombinationwithorwithoutstaticorquasi-staticloads.Theanchorchannelisusedtotransmitonlytensilefatigueloadsinaccordancewith

Fig.1.4

intotheconcrete.Nostaticorquasi-staticshearorfatigueshearloadmaybeappliedinconcomitancewithafatiguetensionload.Apre-conditionfortheassessmentofanchorchannelsunderfatigueloadsisthecompleteassessmentoftheanchorchannelsunderstaticloading.

Loadswithanarbitrarydistanceareappliedatanypositionwithintheoutermostanchorsoftheanchorchannel.

Anyfixtureisfixedtotheanchorchannelusingachannelbolt.

tensionload: z-directionshearload: y-direction

Fig.1.4: AdmissibleloaddirectionscoveredbythisEAD:tensionloads,shearloadperpendiculartothelongitudinalaxisoftheanchorchannelonlyandanycombinationoftheseloads.

ThisEADprovidesassessmentmethodsresultinginperformanceconsistentwith

-EN1992-4

[3]

or

TechnicalReport"CalculationMethodforthePerformanceofAnchorChannels"[4]andforfatigueloadsincombinationwith

TechnicalReport"CalculationMethodforthePerformanceofAnchorChannelsunderfatigueloads"[28]

Note1:SinceEN1992-4hasnotyetbeenpublishedtheTR"CalculationMethodforthePerformanceofAnchorChannels"isintendedtobridgethetimespanuntilthepublicationofEN1992-4.ThedesignmethodgivenintheTR"CalculationMethodforthePerformanceofAnchorChannels"complieswiththefinaldraftofEN1992-4.OnceEN1992-4hasbeenpublishednoETAwillbeissuedwithreferencetothisTechnicalReport.

Note2:Thelinksbetweentestanddesignmethodsacc.TechnicalReport"CalculationMethodforthePerformanceofAnchorChannelsunderfatigueloads"[28]areshowninTable2.4.

Thedesignoftheanchorageisperformedundertheresponsibilityofanengineerexperiencedinanchoragedesignandconcretework.

Workinglife/Durability

TheassessmentmethodsincludedorreferredtointhisEADhavebeenwrittenbasedonthemanufacturer’srequesttotakeintoaccountaworkinglifeoftheanchorchannelfortheintendeduseof50yearswheninstalledintheworks(providedthattheanchorchannelissubjecttoappropriateinstallation(see1.1)).Theseprovisionsarebaseduponthecurrentstateoftheartandtheavailableknowledgeandexperience.

Whenassessingtheproduct,theintendeduseasforeseenbythemanufacturershallbetakenintoaccount.Therealworkinglifemaybe,innormaluseconditions,considerablylongerwithoutmajordegradationaffectingthebasicrequirementsforworks1.

TheindicationsgivenastotheworkinglifeoftheconstructionproductcannotbeinterpretedasaguaranteeneithergivenbytheproductmanufacturerorhisrepresentativenorbyEOTAwhendraftingthisEADnorbytheTechnicalAssessmentBodyissuinganETAbasedonthisEAD,butareregardedonlyasameansforexpressingtheexpectedeconomicallyreasonableworkinglifeoftheproduct.

1Therealworkinglifeofaproductincorporatedinaspecificworksdependsontheenvironmentalconditionstowhichthatworksissubject,aswellasontheparticularconditionsofthedesign,execution,useandmaintenanceofthatworks.Therefore,itcannotbeexcludedthatincertaincasestherealworkinglifeoftheproductmayalsobeshorterthantheworkinglifereferredtoabove.

SpecifictermsusedinthisEAD(ifnecessaryinadditiontothedefinitionsinCPR,Art2)

ThedefinitionsandsymbolsusedinthisEADaregiveninEN1992-4

[3]

andTechnicalReport"CalculationMethodforthePerformanceofAnchorChannels"[4]andbelow.

Achb,h

=

crosssectionofchannelbolthead

[mm²]

=

bchb,htchb,h

NRk,s,ch

=

minimumcharacteristicresistanceofanchorchannelundertensionload

[N]

=

min(NRk,s,l;NRk,s,c;NRk,s,a)

Tcrack

=

torquemoment,atwhichahairlinecrack(crackwithawidth<0,1mm)isobservedatleastatoneanchor.

[Nm]

VRk,s,ch

=

minimumcharacteristicresistanceofanchorchannelundershearload

[N]

=

min(VRk,s,l;VRk,s,c;VRk,s,a)

b1

=

channelopening

Fig.1.1

[mm]

bch

=

channelwidth

Fig.1.1

[mm]

bchb,h

=

widthofheadofchannelbolt

[mm]

bh

=

widthoftheheadoftheI-anchor

Fig.1.1

[mm]

cnom

=

concretecover

Fig.1.2

[mm]

c1,c2

=

edgedistancesoftheanchor

Fig.1.2

[mm]

cI

1

=

netdistancebetweenedgeoftheconcretememberandtheanchorchannel=c1-0,5bch

Fig.1.2

[mm]

d

=

diameterofchannelbolt

Fig.1.1

[mm]

da

=

diameterofroundanchor

Fig.1.1

[mm]

dh

=

diameterofroundanchorhead

Fig.1.1

[mm]

f

=

heightofchannellips

Fig.1.1

[mm]

fc

=

concretecompressionstrengthmeasuredoncylinders

[N/mm2]

fck

=

characteristicconcretecompressionstrengthmeasuredoncylinders

[N/mm2]

fc,test

=

meanconcretecompressionstrengthattimeoftesting

[N/mm2]

h

=

thicknessofconcretemember

Fig.1.2

[mm]

hch

=

channelheight

Fig.1.1

[mm]

hef

=

effectiveembedmentdepth

Fig.1.1

[mm]

hef,min

=

minimumeffectiveembedmentdepth

[mm]

hnom

=

distancebetweenconcretesurfaceandendofembeddedanchor

Fig.1.1

[mm]

la

=

anchorlength

Fig.1.1

[mm]

lchb,h

=

lengthofchannelbolthead

Fig.2.

4

[mm]

s

=

spacingofanchors

Fig.1.2

[mm]

tch

=

thicknessofchannelback,webandlips

Fig.1.1

[mm]

tchb,h

=

heightofchannelbolthead

Fig.1.1

[mm]

th

=

thicknessofanchorhead

Fig.1.1

[mm]

tw

=

webthicknessofI-anchor

Fig.1.1

[mm]

wA

=

width(cuttinglength)ofI-anchor

[mm]

x = endspacing(distancebetweenendofchannelandaxisofnearestanchor)

Fig.1.2

[mm]

= angleofanchorhead45°

Fig.1.1

[°]ccr,N = characteristicedgedistanceforensuringthetransmissionof

thecharacteristicresistanceofasinglefastenerundertensionload

scr,N =characteristicspacingforensuringthetransmissionofthecharacteristicresistanceofasinglefastenerundertensionload(2ccr,N)

[mm]

[mm]

ccr,sp =characteristicedgedistanceincaseofsplittingunderload [mm]scr,sp =characteristicspacingincaseofsplittingunderload(2ccr,sp) [mm]smax =maximumspacingbetweenanchors [mm]

smin =mimimumspacingbetweenanchors [mm]

smin,cbo=mimimumspacingbetweenchannelbolts [mm]

cmin =mimimumedgedistance [mm]

𝑎 =axisinterceptofregressionlineMV1 [-]

𝑎 = positivedimensionlessnumberfortheS/N-curve [-]

𝑎𝑘 = axisinterceptof5%-quantilelimit1 [-]

𝑎𝑘,𝑟𝑒𝑑 = axisinterceptofreduced5%-quantilelimit1 [-]

𝑎𝑠 = axisinterceptofdisplacementregressionlineforonearea [mm]

𝑎𝑥 = axisinterceptofregressionline21 [-]

𝑎𝑦 = axisinterceptofregressionline11 [-]

𝑏 = slopeofregressionlineMV1 [-]

𝑏 = positivedimensionlessnumberfortheS/N-curve [-]

𝑏𝑘 = slopeof5%-quantilelimit1 [-]

𝑏𝑠 = slopeofdisplacementregressionlineforonearea [mm]

𝑏𝑥 = slopeofregressionline21 [-]

𝑏𝑦 = slopeofregressionline11 [-]

𝑒𝑖 = residuum1 [-]

𝑘ℎ,𝑝,1−𝛼 = OWENfactor;h:totalnumberoffatiguecyclictestresults;p:

5%-quantile(p=0.05);1-α:levelofconfidenceof90%(1-α

=0.9)

[-]

𝑘𝑛,𝑝,1−𝛼

=

OWENfactor;n:numberofstatictestresults;p:5%-quantile(p

=0.05);1-α:levelofconfidenceof90%(1-α=0.9)

𝑘𝑟,𝑝,1−𝛼

=

OWENfactor;r:numberoffatiguecyclictestresultsinfinitelifefatiguearea;p:5%-quantile(p=0.05);1-α:levelofconfidence

of90%(1-α=0.9)

1valueusinglogarithmicscalingforabscissa(numberofcycles𝑛)andordinate(rangeofforce∆𝑆)

[-]

[-]

𝑙

=

attemptwithhighestloadrangebelongingtofatiguelifearea

[-]

𝑚

=

attemptwithlowestloadrangebelongingtofatiguelifearea

[-]

ℎ

=

firstrun-outattempt(testmethodA2)

[-]

ℎ

=

totalnumberoffatiguecyclictestresults(testmethodA1)

[-]

𝑛

=

numberofcycles

[-]

𝑛𝑖

=

numberofcyclesofthecrosssectionforeverystepi

[-]

𝑛𝐼

=

numberofcyclesincrosssection𝑛𝐼

[-]

𝑛𝐼𝐼

=

numberofcyclesincrosssection𝑛𝐼𝐼

[-]

𝑛𝐷

=

numberofcycles,transitionfromfinitefatiguelifetofatiguelimitresistance

[-]

𝑛̇

=

numberofcyclesincentroidoftestresultscatterforonearea,regardingtheupperlimit𝑆𝑜𝑖ofasinusoidalloadprocess

[-]

𝑛̇𝐴

=

numberofcyclesincentroidoftestresultscatterforareaA

[-]

𝑛̇𝐵

=

numberofcyclesincentroidoftestresultscatterforareaB

[-]

𝑛̇𝐶

=

numberofcyclesincentroidoftestresultscatterforareaC

[-]

𝑛̇𝑗

=

numberofcyclesincentroidoftestresultscatterforeachthreeresults

[-]

𝑛𝑙𝑖𝑚

=

limitnumberofcycles

[-]

𝑛𝑙𝑖𝑚,𝑎

=

limitnumberofcyclesfortestmethodA2

[-]

𝑛𝑙𝑖𝑚,𝑢

=

lowerlimitofthelimitnumberofcycles𝑛𝑙𝑖𝑚interval

[-]

𝑛̅𝑟

=

averagenumberofcyclesfromreferenceattempts

[-]

𝑛𝑅𝑇,𝑚𝑖𝑛

=

minimumnumberofcyclesforrun-outtest

[-]

r

=

numberoffatiguecyclictestresultsinfinitelifefatiguearea

[-]

𝑠̂

=

standarddeviationofstatictestresults

[N]

𝑠̂̇

=

averagestandarddeviation

[N]

𝑠̂̇2

=

averagevariance

[-]

𝑠̂̇𝐴

=

averagestandarddeviationofareaA

[N]

𝑠̂̇𝐵

=

averagestandarddeviationofareaB

[N]

𝑠̂̇𝐶

=

averagestandarddeviationofareaC

[N]

𝑠̂𝑗̇

=

averagestandarddeviationforeachthreeresults

[N]

𝑠̂̇2

𝑗

=

averagevarianceforeachthreeresults

[-]

𝑠̂𝐼

=

standarddeviationinthecrosssections𝑛𝐼

[N]

𝑠̂𝐼𝐼

=

standarddeviationinthecrosssections𝑛𝐼𝐼

[N]

𝑠̇𝑜

=

displacementincentroidoftestresultscatterforonearea,regardingtheupperlimit𝑆𝑜𝑖ofasinusoidalloadprocess

[mm]

𝑠𝑜,𝑖

=

displacementofthecrosssection,regardingtheupperlimit

𝑆𝑜𝑖ofasinusoidalloadprocess,foreverystepi

[mm]

𝑆

=

meanvalueofstatictestresults

[N]

𝑆𝑑

=

designvalueofstaticresistance

[N]

𝑆𝑘

=

characteristicstaticresistance

[N]

𝑆𝑜𝑖

=

upperlevelofthesinusoidalcourse

[N]

𝑠̂𝑟

=

averagestandarddeviationfromreferenceattempts

[N]

𝑆𝑢

=

lowerlevelofthesinusoidalcourse

[N]

𝑥

=

x-valueofexperimentalpairofvalues2

[-]

𝑥̇

=

x-valueofthecentroidoftestresultscatter2

[-]

𝑥𝐼

=

numberofcyclesincrosssection𝑛𝐼2

[-]

𝑥𝐼𝐼

=

numberofcyclesincrosssection𝑛𝐼𝐼2

[-]

𝑥𝐷

=

numberofcycles,transitionfromfinitefatiguelifetofatiguelimitresistance2

[-]

𝑦

=

y-valueofexperimentalpairofvalues2

[-]

𝑦̇

=

y-valueofthecentroidoftestresultscatter2

[-]

𝑦𝐼,95%

=

95%-quantile(loadrange)incrosssection𝑛𝐼2

[-]

𝑦𝐼𝐼,95%

=

95%-quantile(loadrange)incrosssection𝑛𝐼𝐼2

[-]

𝑦𝐼,𝑘

=

5%-quantile(loadrange)incrosssection𝑛𝐼2

[-]

𝑦𝐼𝐼,𝑘

=

5%-quantile(loadrange)incrosssection𝑛𝐼𝐼2

[-]

𝑦𝐼,𝑘,𝑟𝑒𝑑

=

reduced5%-quantile(loadrange)incrosssection𝑛𝐼2

[-]

𝑦𝐷

=

characteristicfatiguelimitresistance2

[-]

𝛾𝑀

=

materialsafetyfactorforstaticresistance

[-]

𝛾𝑀,𝑓𝑎𝑡

=

materialsafetyfactorforfatigueresistance

[-]

𝛾𝑀,𝑓𝑎𝑡,𝑛

=

materialsafetyfactorforfatigueresistanceinthetransitionareafromthestaticresistancetothefatiguelimitresistance

[-]

∆𝑆

=

distancebetweentheloadlevels

[N]

∆𝑆

=

meanloadrangeforfatigueresistance

[N]

∆𝑆

=

loadrangeofaverageregressionline

[N]

∆𝑆̇

=

loadrangeofthecentroidoftestresultscatter

[N]

∆𝑆𝑎

=

loadlevelofattemptaforqualitycontrol

[N]

∆𝑆𝐴̇̅

=

meanvalueofareaA

[N]

∆𝑆𝐴̇,5%

=

5%-quantileofareaA

[N]

∆𝑆𝑏

=

loadlevelofattemptbforqualitycontrol

[N]

∆𝑆̇𝐵̅

=

meanvalueofareaB

[N]

∆𝑆̇𝐵,5%

=

5%-quantileofareaB

[N]

2logarithmicvalue

∆𝑆𝑐

=

loadlevelofattemptcforqualitycontrol

[N]

∆𝑆̇𝐶̅

=

meanvalueofareaC

[N]

∆𝑆̇𝐶,5%

=

5%-quantileofareaC

[N]

∆𝑆𝐼

=

loadrangeofaverageregressionlineincrosssection𝑛𝐼

[N]

∆𝑆𝐼𝐼

=

loadrangeofaverageregressionlineincrosssection𝑛𝐼𝐼

[N]

∆𝑆𝐷

=

meanloadrangeoffatiguelimitresistance

[N]

∆𝑆𝑓𝑎𝑖𝑙

=

failedordamagedspecimenwithlowestloadrange

[N]

∆𝑆𝑗̇

=

meanvalueofthecrosssectionforeverystepj

[N]

∆𝑆𝑗̇,5%

=

5%-quantileincrosssection𝑛𝑗

[N]

∆𝑆𝐼,5%

=

loadrangeof5%-quantileincrosssection𝑛𝐼

[N]

∆𝑆𝐼𝐼,5%

=

loadrangeof5%-quantileincrosssection𝑛𝐼𝐼

[N]

∆𝑆𝐼,95%

=

loadrangeof95%-quantileincrosssection𝑛𝐼

[N]

∆𝑆𝐼,95%

=

loadrangeof95%-quantileincrosssection𝑛𝐼𝐼

[N]

∆𝑆𝐼,𝑑

=

designvalueincrosssection𝑛𝐼

[N]

∆𝑆𝐼,𝑘

=

characteristicfatigueresistanceincrosssection𝑛𝐼

[N]

∆𝑆𝐼𝐼,𝑘

=

characteristicfatigueresistanceincrosssection𝑛𝐼𝐼

[N]

∆𝑆𝐼,𝑘,𝑟𝑒𝑑

=

reducedcharacteristicfatigueresistanceincrosssection𝑛𝐼

[N]

∆𝑆𝐷,𝑑

=

designvalueoffatiguelimitresistance

[N]

∆𝑆𝐷,𝑘

=

characteristicfatiguelimitresistance

[N]

∆𝑆≈

𝐷

=

estimatedvalueofthefatiguelimitresistance

[N]

∆𝑆𝑖

=

loadlevelofthecrosssectionforeverystepi

[N]

∆𝑆𝑖

=

meanvalueofthecrosssectionforeverystepi

[N]

∆𝑆𝑅𝑇

=

loadlevelforrun-outtest

[N]

∆∆𝑆𝑖

=

residualofthecrosssectionforeverystepi

[N]

ƞ𝐴

=

reductionfactorformeanloadrangeoffatiguelimitresistance

[-]

𝜂𝐼

=

factorfordeterminationof𝑣𝐼

[-]

𝜂𝐼𝐼

=

factorfordeterminationof𝑣𝐼𝐼

[-]

𝜂𝐼,𝑏

=

multiplierfordeterminationof𝑣𝐼

[-]

𝜂𝐼𝐼,𝑏

=

multiplierfordeterminationof𝑣𝐼𝐼

[-]

𝜂𝐼,𝑟𝑒𝑑

=

reductionfactorfor5%-quantileincrosssection𝑛𝐼

[-]

𝜂𝐼,𝑣̇

=

multiplicandfordeterminationof𝑣𝐼

[-]

𝜂𝐼𝐼,𝑣̇

=

multiplicandfordeterminationof𝑣𝐼𝐼

[-]

𝑣̇

=

averagecoefficientofvariation

[%]

𝑣𝐼

=

coefficientofvariationincrosssection𝑛𝐼

[%]

𝑣𝐼𝐼

=

coefficientofvariationincrosssection𝑛𝐼𝐼

[%]

ESSENTIALCHARACTERISTICSANDRELEVANTASSESSMENTMETHODSANDCRITERIA

Essentialcharacteristicsoftheproduct

Table2.1showshowtheperformanceoftheanchorchannelisassessedinrelationtotheessentialcharacteristics.

Table2.1 Essentialcharacteristicsoftheproductandmethodsandcriteriaforassessingtheperformanceoftheproductinrelationtothoseessentialcharacteristics

No

Essentialcharacteristic

Assessmentmethod

Typeofexpressionofproductperformance

BasicWorksRequirement1:Mechanicalresistanceandstability

1

Characteristicresistancefortensionunderstaticandquasi-staticloading

2.2.2

Description

(NRk,s,a,NRk,s,c,N0Rk,s,l,MRk,s,flex,NRk,s,

NRk,p,sl,N,kcr,N,kucr,N,hef,min,ccr,sp,scr,sp)

2

Characteristicresistanceforshearandcombinedtensionandshearunderstaticandquasi-staticloading

2.2.3

Description

(VRk,s,a,VRk,s,c,V0Rk,s,l,VRk,s,sl,V,kcr,V,kucr,V,k8,M0Rk,s,k13,k14)

3

Characteristicresistancefortensionunderfatigueloading

2.2.4or2.2.5

Description

(NRk,s;0;n,NRk,c;0;n,NRk,p;0;n,NRk,s;0;∞,

NRk,s;0;∞)

4

Displacements

2.2.8

Description

(N0,N∞,V0,V∞)

5

Durability

2.2.9

Description

BasicWorksRequirement2:Safetyincaseoffire

6

Reactiontofire

2.2.10

Class

7

Resistancetofire

2.2.11

Description

(NRk,s,fi,VRk,s,fi,ccr,N,fi,scr,N,ficmin,fi,smin,fi)

Methodsandcriteriaforassessingtheperformanceoftheproductinrelationtoessentialcharacteristicsoftheproduct

Characterisationofanchorchannelstobeassessedshallbedoneinaccordancewithavailablespecifications,notablytheanchorchannelshallbecharacterisedaccordingtoTable2.2.

ThesubjectofthereferencestotherequiredcontentoftheETAconcerningtheperformanceoftheproductisthemethodofdeclaringtheproductperformance.Thisjustappliesifthemanufacturerwishestodeclaresuchperformance.

Table2.2Materialanddimensionsoftheproduct

No

Productproperty

Testingprocedure

(1)

(2)

(3)