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This is a repository copy of Relaxation of contact pressure and self-loosening in dynamic bolted joints. White Rose Research Online URL for this paper: http://eprints.whiterose.ac.uk/99853/ Version: Accepted Version Article: Stephen, J., Marshall, M. and Lewis, R. (2017) Relaxation of contact pressure and self-loosening in dynamic bolted joints. Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 231 (18). pp. 3462-3475. ISSN 0954-4062 https://doi.org/10.1177/0954406216645130 [email protected] https://eprints.whiterose.ac.uk/ Reuse Unless indicated otherwise, fulltext items are protected by copyright with all rights reserved. The copyright exception in section 29 of the Copyright, Designs and Patents Act 1988 allows the making of a single copy solely for the purpose of non-commercial research or private study within the limits of fair dealing. The publisher or other rights-holder may allow further reproduction and re-use of this version - refer to the White Rose Research Online record for this item. Where records identify the publisher as the copyright holder, users can verify any specific terms of use on the publisher’s website. Takedown If you consider content in White Rose Research Online to be in breach of UK law, please notify us by emailing [email protected] including the URL of the record and the reason for the withdrawal request.

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Page 1: Relaxation of contact pressure and self-loosening in …eprints.whiterose.ac.uk/99853/1/Journal Paper Relaxation...Bolted joints, cyclic shear load, contact pressure, self-loosening,

This is a repository copy of Relaxation of contact pressure and self-loosening in dynamic bolted joints.

White Rose Research Online URL for this paper:http://eprints.whiterose.ac.uk/99853/

Version: Accepted Version

Article:

Stephen, J., Marshall, M. and Lewis, R. (2017) Relaxation of contact pressure and self-loosening in dynamic bolted joints. Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 231 (18). pp. 3462-3475. ISSN 0954-4062

https://doi.org/10.1177/0954406216645130

[email protected]://eprints.whiterose.ac.uk/

Reuse

Unless indicated otherwise, fulltext items are protected by copyright with all rights reserved. The copyright exception in section 29 of the Copyright, Designs and Patents Act 1988 allows the making of a single copy solely for the purpose of non-commercial research or private study within the limits of fair dealing. The publisher or other rights-holder may allow further reproduction and re-use of this version - refer to the White Rose Research Online record for this item. Where records identify the publisher as the copyright holder, users can verify any specific terms of use on the publisher’s website.

Takedown

If you consider content in White Rose Research Online to be in breach of UK law, please notify us by emailing [email protected] including the URL of the record and the reason for the withdrawal request.

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1

Relaxationofcontactpressureandself!looseningin!

dynamic!olted!oints

JTStephen,MBMarshallandRLewis

DepartmentofMechanicalEngineering,TheUniversityofSheffield,MappinStreet,SheffieldS13JD,UK

Correspondingauthor:

StephenJosephTemitope,DepartmentofMechanicalEngineering,TheUniversityofSheffield,

MappinStreet,Sheffield,S13JD,UK.

Email:[email protected]

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Abstract

Bolted jointsarewidelyused inavarietyofengineeringapplicationswheretheyaredynamically loadedwith

frequencies of vibration spread over a wide spectrum with the same general effects.When under dynamic

loading, bolted joints can become loose due to a loss in clamping pressure in the joints. This vibrational

loosening sometimes can cause serious problems, and in some cases can lead to fatal consequences if it

remains undetected. Non-intrusive ultrasonic and image processing techniqueswere simultaneously used to

investigatetherelaxationofcontactpressureandlooseningofboltedjointssubjectedtocyclicshear loading.

Threecriticalareas:thecontactinterfaceoftheboltedcomponent,theboltlengthandtherotationofthebolt

headweremonitoredduring looseningof the joints. The results show that looseningof bolted joints canbe

grouped into three stagesof: very rapid, rapidandgradual loosening. Theearliest stageof the looseningof

boltedjoints ischaracterisedbycyclicstrainratcheting- looseningoftheboltedjointduringvibrationwithout

rotationofthebolthead.Thehighertherateofrelaxationatthisearlystage,theloweristheresistanceofthe

boltedjointtovibrationinducedloosening.Boththedynamicshearloadandanadditionalconstantshearload

inanotherdirectionwasobservedtoaffecttherateoflooseningatthisearlystage,ariseinthemagnitudeof

the additional constant shear load increases the rate of loosening. Furthermore, the contact pressure

distributionaffectstherateoflooseningattheboltedjointinterface,aslooseningincreasesawayfromareaof

highcontactpressure.

KEYWORDS

Boltedjoints,cyclicshearload,contactpressure,self-loosening,ultrasonictechnique.

Introduction

Oneofthemajoradvantagesofthreadedfastenersoverotherfasteningmethodswhichleadstotheirwide

useinmodernengineeringstructuresandmachinedesignisthatthejointcomponentscaneasilybeassembled

anddisassembled,andalsore-used (especially formaintenancepurposes). However, theysometimes fail in

operation by loosening when subjected to dynamic loads [1, 2]. In some cases, these failures are of fatal

consequence,andhence,theyaresafetycritical [3-5]. Inordertoprevent loosening,various techniquesand

lockingdevicesareused.Studiesconducted toassess theperformanceof these lockingdeviceshaveshown

that themajorityof themdonot totally lock the fastener,but toleratesomedegreeof self-looseningunder

dynamicshearloading[6,7].

Attempts have beenmade by several studies to satisfactorily understand self-loosening of bolted joints

subjectedtovibratingshearloadswitheachhavinglimitedsuccess.Theearliestresearchworkswerefocused

onboltedjointslooseningasaconsequenceofcircumferentialdilationofthenutandcontractionoftheboltas

aresultofvibrationloadingintheaxialdirectionofthefasteners[8,9].However,GerhardH.Junkerin1960

showedthatself-looseninginducedbytransversevibrationperpendiculartothethreadaxisisamajorcauseof

failureinboltedjoints.Looseningwasattributedtoslipatthefastenerssurfacesduetoareductioninclamping

frictioncausedbytheappliedshearload.Recently,studieshaveattributedtheinitiationofself-looseningdue

totransversevibrationtoareductioninfrictionandclampingforceduetoaccumulationoflocalizedslipinthe

form of strain at the fastener contact surfaces [10-12]. Experimental research reports have also shown the

dependenceoflooseninglifeonthepreloadfordifferentvaluesofinitialpreload,frequency,threadpitchand

prevailingtorque[13-16].

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Inmostofthesestudies,thelooseningofboltedjointswasdecidedbytheamountofpre-torqueremaining

inthejoint,andsomeofthetechniquesappliedincludetorquecontrolmethodsthroughacalibratedwrench,

extensioncontrolusingultrasonicmethodstomonitortheextensionoftheboltwhichwasthencalibratedto

torque and impedance based techniques using embedded piezo-electric elements for damage detection in

structuralhealthmonitoringofbolted joints [17-19].Oneof thedisadvantagesof someof these techniques

wasthattheycannotbeusedtogatherinformationfromcontactingsurfaces.Exceptintheultrasonicstudies

conductedbyMarshalletal.and through theuseof LambwavesbyYangandChange,measurementswere

restrictedtothethreadedfastenersinthetechniquesthatcanbeusedtocollectdataduringtestsetup.They

failed to gather information from the clamped interface, which is a critical element of the bolted joint.

Furthermore, in someof the experimental studies, bolted joint components and the contact interfacewere

modified, and this presents issues as theymay not nowactually represent the true operating conditions of

bolted joints [13, 20, 21]. While in service, bolted joints are subjected to additional shear loads in other

directionstothecyclicshearloadandsuchloadswerealsopreviouslyignored.

Previously,non-intrusiveultrasonictechniqueshavebeenusedtostudycontactpressuredistributionatthe

clamped interfaceof unmodifiedbolted joints [22, 23], andMarshall et al. [15] haveproved that ultrasonic

reflections from the clamped interface could be used to assess the progress of relaxation in bolted joints.

Although,thisstudy, likemostoftheothersstudies,onlyconcentratedononeareaoftheboltedjoints,and

measurementwaslimitedtoafewdiscretepointsoftheboltedplateinterface.Therefore,thepresentstudy

intendstoexplorethistechniquefurthertostudythelooseningoftheboltedjoints.Changesinthetensionin

the bolt and rotation of the bolt head, in addition to the change in the contact pressure at the clamped

interfaceofboltedjointssubjectedtovaryingbolttorque,cyclicshearloadandadditionaltransverseloadwill

bemonitoredwiththeintentiontounderstandthemechanismsofboltedjointloosening,andalsotoestablish

apracticalconditionmonitoringtechniqueforboltedjoints.

RoughSurfaceContactandUltrasound

Contactsurfaces inbolted joints like inotherengineeringsurfacesarenotperfectlysmooth.Theyexhibit

surfaceroughness,whichismanifestedintheformofsurfacewavinessandasperities,andthisisevidentwhen

observed under a microscope [18]. Therefore, when two rough surfaces are loaded together they mostly

interactatthejunctionsofthesurfaceroughness/asperities,withairgapsatthevoidbetweentheasperities.

When normal ultrasound waves are incident at a joined interface, the waves are partially reflected at the

interface (Figure1a). Sound is transmittedat theasperity junctions,andreflectedat themetal-air interface

due to the trapped air pockets. Howmuch sound is transmitted depends on thewavelength of the sound

waverelativetotheairgap.

The proportion of ultrasound wave incident at the interface that is reflected from it is known as the

reflectioncoefficientfordisplacementwaveamplitude,R,andisgivenas:

! !!!!!!

!!!!!

1

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where z is the acoustic impedance and subscripts 1 and 2 refer to acoustic impedance for thematerial on

eithersideoftheinterface.Theacousticimpedanceisequaltoproductofwavespeedanddensityforagiven

material.

Figure1:(a)Ultrasonicreflectionataroughsurfaceinterfaceand(b)Schematicrepresentationof

aninterfaceusingthespringmodel

InastudyconductedbyKendallandTabor [19]onroughsurfacecontacts,and followedupbyTattersall

[20]onadhesivelayers,theasperityinteractionsoftheinterfaceweremodelledasaseriesofparallelsprings

(Figure 1b). They found out that the reflection coefficient depends on the interfacial stiffness,K, and for a

homogenouscontactwithtwosimilarmaterials,therelationshipbetweenthemisreducedtoandgovernedby

therelationship:

! !!

!! !! !∀ ! 2

whereωistheangularfrequencyofthesoundwave.Theinterfacialstiffness,whichisexpressedperunitarea,

isdefinedasthechangeinnominalcontactpressure,Pnom,requiredtocauseunitapproachofthemeanlines

oftwosurfaces.Thus:

! ! !!∀!∀#

!∀ 3

whereu is the separationof themean linesof roughnessof the two surfaces. Interfacial stiffness for a

givenpairofcontactingsurfacesvariesfromzerowhensurfacesarejusttouching(theasperitiescaneasilybe

deformed and separation between surfaces can be reduced) to infinity when surfaces are completely

conformal(deformationofasperitiesandreductionofseparationbetweensurfacesisnolongerpossible).The

stiffnessdependsondistribution,sizeandnumberofasperity junctions.Thus, itsvalue ispartially linearand

depends on applied load,with no single relation between it and contact pressure. However, a relationship

betweenthecontactpressureandthe interfacialstiffnesswasexploredbyDwyer-JoyceandDrinkwater[21]

throughacalibrationexperiment.Atlowappliedloads,Arakawa[23]andHodgsonetal.[24]showedthatthis

relationshipis linearlyproportional.Furthermore,studyconductedbyDrinkwateretal. [22]showedthatthe

springmodelcouldbeappliedtoreflectiondatafromroughsurfaceinterfacesforultrasoundfrequenciesupto

amaximumof50MHz,dependingonthematerialsandsurfaceroughnessofthecontactunderinvestigation.

(a) (b)

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ExperimentalProcedure

Testspecimensandultrasonicinstrumentation

TheboltedjointspecimensweremanufacturedfromEN24steelandclampedtogetherwithanM12(grade

8.8)steelbolt.Thefrontplateofthespecimenhadaclearanceholeof13.5mmdiameterthroughitwhilethe

backplatehadablindthreadedholeof8mmscrew-indepth.Thecontactsurfacesofbothplateswereground

toanaveragesurfaceroughnessof0.5µm(Ra).Thecontactsurfaceareabetweentheplateswhenboltedwas

approximately2947mm2.Thebackplate(PlateA)wastohavethepiezoelectrictransducersmountedonthe

under-sideofit,whileatransducerwouldbeattachedtothetopofthebolt.A5mmdiameterholewasalso

drilled throughPlateBparallel to thecentreof theclearancehole.Thiswas toallowfor the introductionof

additionaltransversesideloadstothedynamicshearloadactingontheboltedjointduringtheexperiments.

The bearing friction coefficient under the bolt head was approximately 0.15, while the friction coefficient

between the threads and the friction coefficient between the clampedplateswere approximately 0.17 and

0.15respectively.Thesevalueswereestimatedusingdatafromstandardreciprocatingfrictiontestsfromthe

respectiveinterfacesconsidered.

Figure2:Testspecimen(platesandbolt)

Thepiezoelectric(leadzirconatetitanate)transducersusedinthisstudyhadacentrefrequencyof10MHz,

thicknessof0.2mmandwerecut to formstripsof2mm× 1mmactivearea inorder tomaximise spatial

resolution.Whenexcited,theyemittedagraduallydivergingultrasonicsoundwaveapproximatelyequaltothe

dimensionofthesensors’activearea.Atransducerof5mm×1mmactiveareawascutforthebolthead.The

transducerswerepermanentlybondeddirectly to thebackof theplatewith thethreadedholeandthebolt

headusingM-bond610(Vishay)adhesive.

The design andplacement of the transducer array on the back of the platewith the threadedholewas

dictatedbytheresultofthemeasuredcontactpressuremapofastaticboltedjoint(Figure3(a)).Astaticscan

wasperformedontheboltedjointspecimenwithabolttorqueof50Nmusinga10MHzfocusingtransducer.

Thespecimenwasmountedinascanningtank,andtheultrasonicsignalfocusedontheinterfaceof interest

usingawatercouplant.Thescanwasperformedonasquareareaof40mm×40mmataresolutionof0.25

mmand0.125mmstepsinthexandydirectionsrespectively.Areferencescanwasalsoproducedwhenthe

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plate Bwas removed. The reflection coefficientmapwas obtained by dividing the reflected voltage of the

loadedjointwiththereferenceonapointbypointbasis.Bydoingthis,theeffectofattenuationonthesignals

in the plate is removed leaving only the reflection coefficient, which represents the fraction of ultrasound

incidenceat the interface that is reflected from it.Thiswasused toproduce themapof interfacial stiffness

using Equation 2, and a calibration experiment used to determine contact pressure. Further details on this

procedureandcalibrationexperimentareprovidedinStephenetal.[23]. AsseeninFigure3a,thepressure

distribution map has peak pressures located very close to the edge of the bolt hole and this pressure

diminishesasthedistancefromtheedgeoftheboltholeincreases.

AsshowninthelayoutinFigures3(b),thesensorsweregroupedintofoursetsofeighttransducers,and

transducersineachgroupwerenumberedfrom1to8.Alltransducerswithidenticalnumberinallthegroups

were positioned at the same radial distance from the edge of the bolt hole. In all the groups, transducers

numbered1and5,3and7,2and6,and4and8wererespectivelypositionedatradialdistancesof7mm,8

mm,9mmand10mm from thebolt centre. The transducerswereevenlydistributedaround the threaded

hole with each sensor separated, circumferentially, by an angle of 22.50 from adjacent transducers.

Furthermore,foreachofthetransducers,thelongerdimensionwasplacedinthecircumferentialdirectionas

thiswillmaximisetheresolutionofthesensorintheradialdirection.Thetransducersoccupiedasmallannulus

areaofapproximately265mm2aroundthebolthole.Figures3(c)and3(d)showthebondedtransducerarray

on theplateAanda transduceron thebolthead.Coaxialdatawireswere soldered to the terminalsof the

transducers.Thetransducersalongwiththewireatthesolderedpointwerethencoveredwithepoxyresinto

protectitfromdamageduringhandling.

Figure3:(a)Mapofascanofastaticboltedjointwiththe32transducerarray;(b)Layoutoftransducerswith

identifyingnumbersandgroups;(c)Gluedtransducersontheplateand(d)Gluedtransduceronthebolthead

VerticalAxis

(AxialLoad)

HorizontalAxis

(TransverseLoad)

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Dataacquisitionequipmentandtestrig

The equipment used to generate and receive ultrasonic signals for the tests consists of a PC (FMS100

System)fittedwithanultrasonicpulser-receiver(UPR),digitiserandmultiplexercards.Thiswasusedtopulse

and measure ultrasonic reflections from the clamped interface through the 32 sensor array, and also to

measure ultrasonic reflection from the end of the bolt by the sensor on the bolt head. A camera was

positioned facing the bolt head to capture the rotation of the bolt head during the vibration loosening

experiment(Figure4).

Figure4:Schematicdiagramofultrasonicequipment

Under the image processing technique, acquisition and processing were done using Matlab image

processing toolbox [24]. Threemarkers of different colours (blue, red and green) of 3mm diameterswere

used.Twowereplacedatthecentreandtheedgeofthebolthead,whiletheremainingonewasplacedata

spotontheclampedplate(Figure5).The imagesofthemarkerswerecapturedatasettimeintervalbythe

camera.AcombinationofRGBandL*a*bcolourconversionwereemployedto identify thecolours,and the

locationsofthemidpointsofthemakersineachcapturedimagewerethendetermined.Theangleαofeach

imageduringthetestwascalculatedusingthecosinerule.Thiswasusedtomaptherotationoftheboltduring

relaxationofthejointduringthetestsbycalculatingthedifferentbetweenangleαofthecapturedimageata

particularpointintimeandthecalculatedangleofthefirstimage.

Figure5:Schematicdiagramoftheboltheadwithmarkers

Therigwasdesignedinsuchawaythattheupperplateofthejointwasheldinafixedpositionwhilethe

lowerplatewasconstrainedtoaslidingmotioninthehorizontaldirection,andvibratorymotionwaspossible

intheverticaldirection(Figure6showsthedesiredconstraintsandthedegreesoffreedom).

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Figure6:Schematicdiagramoftheboltedjointexperimentalset-up

Testprocedure

TheM12 instrumentedboltwithaclamp lengthof10mmwasplaced inpositionand torquedup to the

required loadusingadigital torquewrenchwithacalibratedaccuracyof±2%after theplatespecimenshad

beenassembledonthetestrig.Bolttorquesof30Nm,40Nm,50Nmand60Nmwhichcorrespondtopreloads

of 9.4 kN, 12.5 kN, 15.6 kN and18.6 kN respectivelywere appliedon the joints [25]. The values of preload

selected were significantly lower than the proof load (78.8 Nm), and in keeping with similar studies, were

chosen in order to avoid saturation of the interface pressure distribution and to explore the effect of its

variationonrelaxation.MarkerswereplacedinpositionontheM12boltheadandbottomplate.Thecamera

wasthenplacedinpositionandallconnectionsbetweenthesensorsandthePCwerethenmade.Duringthe

test,cyclicloadswithasinusoidaldisplacementcyclewithamaximumof0.75mmwereappliedtothebolted

jointthroughahydraulicactuatorwhilethepneumaticactuatorappliedsideloadstothejointwhenrequired.

Loadsfrombothactuatorsweremonitoredandcontrolledwiththehelpoftheinstalledloadcells.Alimitwas

placedonthetestduration;ifthejointdidnotloosenafter300secondsthetestwasstopped.Additionally,a

thinlayerofgreasewasappliedtothejointcontactsurfaces,withtheselattertwomeasurestakentominimise

theeffectsoffrettingwearonthespecimen.

Ultrasonicmonitoringoftheboltedjointinterfacewasperformedwitheachofthetransducersexcitedwith

a25V‘top-hat’signalof100nsdurationwithapulserrepetitionrateof1kHz.Thereflectedsignalsfromthe

interface were digitised with 12-bit resolution at a rate of 100million samples per second. The digitised

reflectedsignalswererecordedforpostprocessing.Prior toeachtest,areferencemeasurementforeachof

thesensorswasrecordedwiththeplateBabsent.Aspreviouslydetailed,thereferencemeasurementiscarried

outinordertocreateametal-airinterfacesothattheentireultrasonicsignalwillbereflected.Thereference

alongwiththereflectedsignalsobtainedduringthetestwhenthejointswereundergoinglooseningwouldbe

thenusedtoproducethereflectioncoefficient.Thecamerawassettotakeanimageoftheboltheadandtop

plateeverysecond,andthe imagesacquiredwerestoredonaPCandlaterpost-processedtodeterminethe

rotationoftheboltheadduringthetest.Inallthetests,awasherwasplacedundertheboltheadtoensurea

pressure distribution at the interface predominately independent of bolt head rotational position, thus

removing a potential source of variation in the experimental set-up. Table 1 shows tests performed on the

boltedjoints.

Matt Marshall ! 17/2/2016 09:04

Deleted: A

Stephen ! 29/1/2016 05:09

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Matt Marshall ! 17/2/2016 09:04

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Stephen ! 29/1/2016 05:09

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Matt Marshall ! 17/2/2016 09:05

Deleted: s

Matt Marshall ! 17/2/2016 09:04

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Matt Marshall ! 17/2/2016 09:04

Deleted: preloads

Stephen ! 29/1/2016 05:09

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Matt Marshall ! 17/2/2016 09:25

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Matt Marshall ! 17/2/2016 09:06

Deleted: amplitude

Matt Marshall ! 17/2/2016 09:06

Deleted: sinusoidaldisplacementcycle

Matt Marshall ! 17/2/2016 09:07

Deleted:

Matt Marshall ! 17/2/2016 09:07

Deleted: toincreasetheclampingintegrityofthe

joint

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Table1:Looseningtestsperformedonthedynamicboltedjoints

S/No Torque

(Nm)

Cyclicshearload

(kN)

Frequency

(Hz)

Constantshear

load(kN)

Torque

1 30 6.0 1 0

2 40 6.0 1 0

3 50 6.0 1 0

4 60 6.0 1 0

Cyclicshearload

1 50 5.5 1 0

2 50 6.0 1 0

3 50 6.5 1 0

4 50 7.0 1 0

5 50 7.5 1 0

6 50 8.0 1 0

Constantshearload

1 50 6.0 1 0

2 50 6.0 1 1

3 50 6.0 1 2

4 50 6.0 1 3

5 50 6.0 1 4

Results

Figure 7 (a) shows an example of ameasured reflected and reference signal from the bolted interface,

isolatedinthetimedomain.Thedynamicreflectioncoefficient(RC)ofthereflectedultrasonicsignalsfromthe

interfaceforeachofthedynamictestswascalculatedbydividingthereflectedsignalduringthelooseningtest

bythereferencesignal. Figure7(b)representsresultsoftherawdatafromagroupof8sensorsthatwere

designedtomonitorthecontactpressureattheplatesinterface,whileFigure7(c)showsthedynamictimeof

flightmeasurementmeasuredbythesensorontheboltheadwhichindicatestherelaxationoftensioninthe

boltduringthetest.

Stephen ! 28/1/2016 16:05

Formatted: None, Space Before: 0 pt,Don't keep with next, Don't keep linestogether

Stephen ! 28/1/2016 16:05

Formatted: None, Space Before: 3 pt,Don't keep with next, Don't keep linestogether

Stephen ! 28/1/2016 16:06

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Stephen ! 28/1/2016 16:18

Deleted: a

Stephen ! 28/1/2016 16:18

Deleted: b

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Figure7:(a)Reflectedultrasoundintimedomain,(b)Dynamicreflectioncoefficientand(c)Dynamictime

offlightmeasurementsat50Nmbolttorqueandfrequencyof1Hzwithoscillationeffect.

The figuresshowchangesduring the test, characterisedbyoscillation in themeasurement. Asobserved

and explained in the earlier studies of Marshall et al. [15] and shown in Figure 8, the oscillation in the

measurementof thedynamic reflection coefficient is due to the relativemovementbetween theultrasonic

sensors and the bolt head, as a result of the displacement cycles forced upon the joint. Therefore, the

oscillation on data is a measurement effect that occurs at a frequency which corresponds to that of the

vibrationof thebolted joint. Topermitmeaningful analysisof the results, thedata setwas filteredand the

centrepointmeasurementswereextracted.

Figure8:Relativepositionofthesensorandthecontactpressuredistribution(a)whenjointcomponentsare

aligned (b)when the componentsmoved due to a tensile force of the joint (c)when the components

movedduetoacompressiveforceofthejoint

(a)(b)

(c)

�� !!!∀#∃

!!∀#

Unknown

Formatted: Font:(Default) Times NewRoman, 12 pt

Stephen ! 28/1/2016 16:14

Deleted: b

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Figure9:Dynamicreflectioncoefficientmeasurementsat50Nmbolttorqueandfrequencyof1Hz

withoutoscillationeffect

Figure9 shows the sampled results,without theoscillationeffect in themeasurement,of themeasured

dynamicreflectioncoefficientata50Nmbolttorqueandfrequencyof1Hzfortheentire32sensorarrayin

fourgroupsofeightsensorsasindicatedinthesensorlayoutinFigure3.Itshouldbenotedthatthedatawas

not converted to contact pressure as the reflection coefficient gives a measurement of relative contact

between the bolted plates and thus, a clear indication of relative loosening of the joint during the cyclic

loading.

A value of dynamic reflection coefficient less than 1 indicates that the bolted plates are in contact and

some portion of the ultrasonic signal is transmitted through the contact interface. As the value increases

towards 1, the contact pressure at the interface of the plates decreases, which implies that the plates are

separating. A value of 1 indicates that the entire ultrasonic signal has been reflected from the interface

becausetheplateshadseparatedandthecontactpressureattheinterfacewaszero.AlsoinFigure9,itcanbe

observedthatthevaluesofdynamicreflectioncoefficientofsensorswiththesamenumericalidentityinallthe

groupsdidnotstartatthesameinitialvalues.Thiscanbeattributedtotheeffectofnon-uniformclampfrom

theboltheadasaresultofthehelixprofileoftheboltthreadandalsofromtheplateprofileirregularitiesof

thecontactsurfaces,asobservedinpreviousstudies[22,23].

Furthermore, it was observed in Figure 9 that the values of dynamic reflection coefficient cross one

anotherasthejointloosensinsteadofmovingparalleluntiltheirvaluesareverycloseto1.Table2showsthat

thetimeatwhichthevaluesofdynamicreflectioncoefficientfromconsecutivesensorsatthesamedistance

fromtheedgeoftheboltholecrosseachothervaries,andthevariationfollowedthepatternofthebolthead

rotation as the bolt unscrews (Figure 10). It has been observed that the pressure distribution is not

symmetricallyuniformaroundthecentreholeattheinterfaceduetonon-uniformclampfromthebolthead,

and thepositionof thepeakof the contactpressure at the interface varies as thebolt head rotatesduring

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tightening[15].Therefore,thecrossingcanbeattributedtomovementofthepeakpressureduringloosening.

When the bolt head rotates, the peak pressure goes around and this reduces the measured value of the

dynamicreflectioncoefficentasitmoves,leadingtotheobservedcrossingofitsvalues.

Theaverageofthemeasureddynamicreflectioncoefficientofthesensorsineachringandforalltherings

(i.e. from the inner ring to the outer ring)was calculated for each of the tests performed to eliminate the

effects due to the thread profile and other plate irregularities. Figure 11 shows the results of the dynamic

reflectioncoefficient(RC),dynamicreduction intimeof flight (TOF)andtherotationoftheboltheadduring

the tests. Itcanbeseen fromthe figure thatas thebolted joints loosen thevalueof thedynamic reflection

coefficient increasesrapidly from its initialvalue, followedbyagradual increase invaluetoapproximately1

duringthevibrationcycles.Duringthisperiod,thevaluesofthereductionindynamictimeofflightincreases

rapidlyfromtheirinitialvaluesofzerotoapproximatelyuniformvaluesastheboltedjointsloosen.Increasein

thevalue fromzero indicatesadecrease in thebolt tensionand lossofpreload.When thedynamic timeof

flightattainsanapproximatelyuniformvalue, it impliesthatthe jointhad loosenedandtherewasno longer

anysignificanttensioninthebolt.

Figure10:Directionoftheboltheadrotation

duringlooseningrelativetothesensors

Table 2: Time when the measured dynamic

reflectioncoefficientcross

Sensors Time Sensors Time

D5&D1 25.3 D7&D3 23.8

D1&C5 44.0 D3&C7 -

C5&C1 48.8 C7&C3 50.5

C1&B5 49.0 C3&B7 46.0

B5&B1 50.4 B7&B3 49.0

B1&A5 51.0 B3&A7 50.5

A5&A1 56.9 A7&A3 53.4

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Figure11:(i)Dynamicreflectioncoefficient(RC)(ii)reductioninthetimeofflight(TOF)and(iii)rotationof

theboltheadmeasurementsatvarious(a)torques,(b)cyclicshearloadsand(c)transverseshear

Bolttorqueandcyclicshearload

Figure11(a)showsthattheinitialvalueofthedynamicreflectioncoefficientdecreasesasthevalueofthe

bolttorqueincreases.Thiscouldbeattributedtothefactthatmoresignalsaretransmittedasmoreasperity

contacts were made in the highly clamped contact zone as additional load is being applied through the

tighteningof thebolt [23]. Similar toobservations inother studies [14, 15], the results from themonitored

threeareasshowthatthetimeforacompleterelaxationofagivenjointtooccurincreasesastheappliedbolt

torque increases. Inaddition, themeasured reduction in thedynamic timeof flight showsanapproximately

linearrelationshipwithbolttorque,withvaluesof0.10ns,0.12ns,0.16nsand0.21nsmeasuredfortorques

(c)

(iii)

(ii)

(i)

(a)

(iii)

(ii)

(i)

(b)

(iii)

(ii)

(i)

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of30,40,50and60Nmrespectively. Aswouldbeexpected, this indicates that theboltexperiencedmore

tension,andthusstretchesmore,asthebolttorqueincreases.

Theresultsofvariedcyclicshearload(Figure11(b)),showsthatthetimeatwhichtheboltedjointattained

complete relaxation decreases as the applied cyclic shear load increases. The average dynamic reflection

coefficient measurements attained the value of 1 at approximately 143.7 seconds, 72.1 seconds and 54.6

secondsforthecyclicshear loadsof6kN,7kNand8kNrespectively. Atimevalueof107.2seconds,65.22

secondsand41.3secondswasrecordedforthedynamicreduction indynamictimeofflight,whileatimeof

170.0seconds,98.0secondsand68.0secondswasrecorded for therotationofbolthead for therespective

dynamic shear loads at the time they approximately attained uniform values. The results from each

measurements showdifferences in relaxation timeand thesewillbeexplored furtherduring thediscussion.

However,theresultsshowthattherateatwhichrelaxationoccursincreasesastheapplieddynamicshearload

increases.

Transversesideload

InFigure11(c),thethreemeasurementsshowthattherewasasteadyreductioninthetimeofloosening

as the transverse load increases. The measured dynamic reflection coefficient reaches a value of 1 at

approximately128.2seconds,97.7seconds,92.6seconds,88.7secondsand78.6seconds.Thetimerecorded

for both the measured dynamic reduction in time of flight and rotation of the bolt head during the tests

followedthesamepatternasthereflectioncoefficient.Theseareindicationsthattherateatwhichloosening

occursincreasesastheappliedtransverseshearloadincreases.

Discussion

Resultsprofileandphasesofloosening

In the results, thevalueofdynamic reflectioncoefficient increases fromavalueof less than1when the

boltedplateswere in contact toavalueof1when theywere separated (Figure12).During thisperiod, the

reduction in timeof flight increases froman initialvalueof zero toanalmostuniformvalue.Sinceboth the

extensionintheboltandcontactpressurehaveacloserelationshipstojointload,theshapesofthetwographs

inFigure12(a)aresimilar,witheachshowingidenticalphasesofrelaxationoftheboltedjoint.

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Figure12:(a)Dynamicreflectioncoefficientmeasurements(RC)andreductioninthetimeofflight(TOF),and

(b)Rotationoftheboltheadof5.5kNdynamicshearloadsatafrequencyof1Hz

Asshown, looseningofbolted jointsexhibitsphasechangesthatcanbegrouped into threestages:an initial

very rapid loosening, followedby less rapid looseningand lastly,agradual loosening.The looseningprocess

couldbecomparedtotheillustrationbyBickford[26]ofthesequencebywhichshearjointfailsinresponseto

external loads (Figure 13(a)): the first stage involves elastic deformation of the bolted joint components,

followedbytheclampedcomponentsslippingrelativelytooneanother,leadingtogreaterinteractionwiththe

boltafterthefrictionattheinterfacehasbeenovercome.Nextadditionalelasticandplasticdeformationoccur

respectively,beforeeventualfailure.Inthecaseoflooseningduetodynamicshearload(Figure13(b)),stage1

involvesaquickreductionoftensionintheboltandfastseparationoftheclampedinterface,andthiscouldbe

attributedtoarapidslipbetweenthethreadsoftheboltandthatofthematingcomponent.

Figure13:(a)Illustrationofthesequencebywhichshearjointfailsinresponsetoexternalloads[26]and

(b)Three-stageself-looseningsequenceofboltedjointsinthepresentstudy

The value of reflection coefficient and reduction in time of flight increases less rapidly in stage 2. The

interactions between the clamped members and the bolt increased in this stage. This introduced further

bendingoftheboltandthegrossslipatthebolthead,andtheconsequentrotationofthebolthead(asshown

inPaiandHess[14]).Oncethefrictionattheinterfaceshavebeenovercomeduetoasubstantialrelaxationof

thebolttensionandcontactpressureatthe interface,theeffectofthedynamicshearforce,assistedbythe

threadprofile,ismoreconcentratedonunscrewingtheboltinthelaterpartofthisstage.Thiscorrespondsto

(a)

(b)

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stage1and stage2under the rotationof theboltedhead (Figure12(b))where there is a gradual and later

rapidincreaseinrotation.Thisstagealsoisthesameasstages2and3undertheBickfordillustration.Atthe

endofstage2,theresultsshowthatahighpercentageofthejointpreloadhasbeenlost.Thelastphaseofthe

looseningprocess(stage3)exhibitedagradual increaseinthemeasuredvalues.Thisphasecompensatesfor

the effect of the rundown of the bolt and alignment of themembers during the tightening process of the

boltedjoint.

Initiationoflooseningandratcheting

Figure14showsthepercentagechangeinthereflectioncoefficient,boltrotationandlengthchangeforthe

joint over the first 30 seconds. No rotationwas visible until 25 secondswhen the bolt head showed a 2%

change,atwhichthetimeofflightandreflectioncoefficientindicatedachangeof50%and20%respectively.

Thisindicatesthatsubstantialrelaxationhadoccurredbeforetheobservedrotationofthebolthead.Itshould

benotedthatthereflectioncoefficienthasanon-linearinverserelationshipwiththecontactpressure,which

inturndependsonthelocationonthesurface.Conversely,thetimeofflightandtherotationofboltheadare

directlyrelatedtothejointload,meaningthedifferentmeasurementsshowdifferentpercentagechangesas

looseningprogresses.Consideringtheseresults,thedecreaseinbolttensionwithouttherotationofthebolt

headimpliesrelativemovement(localizedslip)occurredbetweenthematingthreads.

This result is consistent with Yanyao Jiang et al. [27], who modelled the early stage of loosening, and

showedthatthelossinpreloadiscausedbylocalizedcyclicplasticdeformation(cyclicstrainratcheting)ofthe

bolt.Withregardstotheobservedrelative lag inthetime inthecommencementofchangesfromthethree

monitoredareasinthepresentstudy,theresultsshowthatwhentheboltedjointissubjectedtocyclicshear

loading,looseningcommencedbyrelaxationoftensioninthefastener,followedbyseparationoftheinterface

oftheboltedcomponentsandlastly,bythegrossslip(rotation)ofthebolthead.Therefore,therelaxationof

thetension in theboltat theearlystage isavalidationof theexistenceofthecyclicstrainratchetingatthe

matingthreadsoftheboltwhichisresponsibleforlossofpreloadandtheconsequentseparationofclamped

interfaceduringthevibrationlooseningofboltedjoints.

Figure14:DynamicRC,reductioninTOFandrotationoftheboltheadmeasurementsinthefirst30

secondsofvibrationtest

Inaddition, incontrast to theclassical theory that looseningstartswith transversecompleteslipof thebolt

head surface, theobservation in this study clearly shows that self-looseningoccurredprior to thebolthead

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completeslip(rotationofbolthead).Furthermore,this isalsoinagreementwiththestudiesofPaiandHess

[11,14],Izumietal.[28],Kochetal.[29]andDingerandFriedrich[30]whichobservedthatcriticalloosening

appearspriortotheboltheadslip.

Differentiallooseningratesacrosstheinterface

The amplitude of the contact pressure distribution at bolted interface is a function of torquewhile the

spreadisindependentofthemagnitudeofthetorque.Theamplitudeofthepeakincreaseswithanincreasein

torque (Figure 15b), but the position of the peak and the spread are driven by the effect of the stress

concentration factor from the edge of bolt hole and the bolt head, and remain unchanged even as torque

increases [23]. Thesearehighlighted in the looseningdata (Figure15a),where theobserved linearity in the

time to reach a 50% and 90% change in the value of reflection coefficient implies that additional load is

supportedbythehighlyclampedareaofthecontactzoneastorqueincreases.Whilsttherelationshipbetween

reflectioncoefficientandcontactpressurecanbedetermined,howthechangeincontactpressurerelatesto

change in total load depends on the location on the interface. Therefore, based on the shape of the

distribution, theareaveryclosetoboltholewithhighcontactpressureexperiences lowerrateof loosening,

andthiseffectisconsistentforallthejointstested.

Figure15:(a)DynamicRCmeasurementsatdifferentradialdistancesoftheboltedcontactinterfaceand

(b)Normalisedaveragecontactpressurelinescans[23]

Effectofcyclicshearloadandtransversesideload

Figure16showstheeffectofcyclicshearandtransverse loadsonthe looseningofbolted jointstakenat

50%and90%reductionofthechangesinthemeasuredvaluereflection,timeofflightandrotationofthebolt

head. Whilst as discussed the relationship of their measurements to total load, and therefore absolute

loosening differ, they show the same overall trends.When cyclic shear load overcomes the friction at the

contactsofbolted joints, then looseningwilloccur.Studieshaveshownthedependencyof looseningonthe

amplitudeofvibrationoftheappliedload[13][11].Similarly,Figure16(a)showsthatlooseningdependson

themagnitude of cyclic shear load. The loosening rate increases as themagnitude of the cyclic shear load

increases.Themeasureddynamicreflectioncoefficientshowsthatattheearlystagewhichcorrespondstothe

non-rotationalloosening,theslopeoftheresultsincreaseswithanincreaseinthedynamicload.Thisindicates

thatthedevelopmentofthecyclicstrainratchetingattheearlystage,which lowerstheresistanceofbolted

jointstoself-loosening,dependsandincreaseswiththemagnitudeofthevibratingshearload.

(a) (b)

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Figure16:DynamicRC,reductioninTOFandrotationoftheboltheadmeasurementsat50%and90%of

looseninglifeforthevarious(a)cyclicshearloadsand(b)transverseshearloads

Furthermore,themostapparentcauseoflooseningofboltedjointsisthedynamicshearload.Butwhenan

additional shear load is constantly applied to the joint in another direction to the dynamic shear load, the

results(Figure16(b))showthatasthemagnitudeoftheconstantshearloadincreases,therateofloosening

also increases evenwhen themagnitude of applied cyclic shear load is constant. In addition, Figure 10 (b)

shows that introducingand increasing the transverse shear loadhasamorepronouncedeffecton theearly

partofthestage2thananyotherstagesofdynamicreflectioncoefficientandchangeintimeofflightprofiles.

Oncethestage1isaccomplishedthesideloadhelpstofreetheclampedcomponentsoffrictionalforceatthe

interfaces quickly, and subsequently, the bearing of the clamped component on the fastener introduced

bending [11] and this assisted in initiating rotationof thebolthead rapidly. With the increase in the shear

load,thereisalmostabsenceoftheearlypartofthestage2,asthestageisaccomplishedwithinaveryshort

duration.Essentially,thisresultshowsthatadditionalshearloadonboltedjoints(forexample,shearloadon

therailjointsandbridgesduetoeffectofthermalstress)subjectedtocyclicloadingshouldnotbeignoredat

thedesignstage,asthismayintroducelargeerrorswhichwillaffectthejointstiffnessandintegrityinservice.

Itisalsoimportanttoincorporatethisinthedesignofthemaintenanceregimeforsuchjoints,especiallyifthe

valueoftheadditionalloadperiodicallyvaries.

Conclusions

Non-intrusivemethodshavebeenusedtomeasurethelooseningofboltedjointssubjectedtocyclicshear

loading.The followingare the findingsand theeffectsof these studiedvariableson the looseningofbolted

joints:

§ The effect of non-uniform clamping from the bolt head as a result of the helix profile of the bolt

threadwas observed to produce localised peak contact pressures at the bolted interface, and this

localised peak contact pressure moves in the direction of the bolt head rotation when the bolt

unscrewsduringloosening.

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§ Themeasured reflectedultrasonic signals shows that the looseningofbolted jointscanbegrouped

intothreestages.Thejointswereobservedtoundergoarapidrelaxationinthefirststage,followed

by a period of less rapid loosening in the second stage. The first two stages accounted for a high

percentageofthe loss inthe jointpreload,whiletheremainingpreloadwas lost in laststagewhich

involvesagraduallooseningofthejoints.Furthermore,thehighertherateofrelaxationattheearly

stage of loosening, the lower is the resistance of the bolted joints to vibrating induced loosening.

While all the studied variables affect the early stage of loosening, the transverse shear load has

pronouncedeffectontheearlypartofthestage2ofthelooseningprocess.

§ Theresultsshowthat,whenaboltedjointissubjectedtocyclicshearloading,theearlystageofthe

loosening of bolted joints is characterised by cyclic strain ratcheting - loosening of the bolted joint

duringvibrationwithoutrotationofthebolthead.Itwasalsoobservedthattherateoflooseningat

theboltedjointinterfacearenotthesame,butincreasesawayfromthebolthole.

§ Increasingthebolttorquereducesthelooseningtime,andthusincreasesthelooseningresistanceof

theboltedjoint.Furthermore,therateoflooseningofboltedjointsdependsonthemagnitudeofthe

dynamicshearload.

§ Whenjointsaresubjectedtoconstantshearloadinadditiontothedynamicshearload,theloosening

rate increases. As the magnitude of the constant shear load increases, the rate of loosening also

increasesevenwhentheamplitudeofappliedcyclicshearloadisconstant.

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