Open University t207 specimen exam

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    T207/SEP

    Specimen Examination Paper

    ENGINEERING: MECHANICS,

    MATERIALS, DESIGN

    Time allowed: 3 hours

    This examination is divided into TWOparts. You are advised tospend about 90 minuteson each part.

    Part A is worth 50 per cent of the overall marks for theexamination. You should attempt ALL questions in this part.These questions require short responses across a wide range oftopics.

    Part Bis also worth 50 per cent of the overall marks for theexamination. You should answer any TWOquestions from thispart. These questions probe more deeply your understanding of anarrower theme.

    Various data and formulae are printed at the end of the paper.

    Graph paper is available from the invigilators, should you requireit.

    At the end of the examination

    Check that you have written your personal identifier andexamination number on each answer book used. Failure to do sowill mean that your work cannot be identified.

    Put all your used answer books together with your signed deskrecord on top. Fasten them in the top left corner with the roundpaper fastener. Attach this question paper to the back of theanswer books with the flat paper clip.

    Copyright 2011 The Open University SUP 01375 5 Printed in the United Kingdom 4.1

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    PART A Attempt ALLquestions in Part A. Your answers to these questions willtogether account for 50 per cent of your final exam mark. You shouldspend about half the examination time on this part.

    Question 1 (a) Thebackofacertainseatinarailwaycarriageis100mmthick.Explainwhy

    itwouldbeunreasonabletoinstall12rowsofseatsinacompartmentwithafloorlengthof7m.Suggest,withabriefjustification,amorereasonable

    numberofrows.Youmayrefertodatasuppliedattheendofthepaper.

    (4 marks)

    (b) Theexternaldoorsofarailwaycarriageareoperatedelectro-pneumatically

    byapush-button.Themeanforcerequiredtooperatethebuttonsuppliedby

    onemanufacturerisspecifiedas14Nwithastandarddeviationof2N.

    Explainwhythisproductisnotlikelytobeselected.Youmayrefertodata

    suppliedattheendofthepaper.

    (4 marks)

    Question 2 (a) Sketchabeamthatissimplysupportedanduseittoshowwhereapointloadshouldbeplaced:

    (i) tomaximizetheshearforceinthebeam

    (ii) tomaximizethebendingmoment.

    (2 marks)

    (b) Auniformlydistributedloadonasimplebeamgivesrisetodistributionsof

    shearforceandbendingmomentasshowninFigure1.Inafewwords,

    interpretthesedistributionsandtheirconsequencesforbeamdesign.

    (4 marks)

    wL

    L L

    2

    2

    L

    wL wL

    2

    2

    S

    0

    _

    wL

    2

    wL

    2

    L

    0

    M

    wL

    8

    2

    L

    Figure 1 Reproduced from Block 2 of T207 (for Question 2)

    T207/SEP2

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    Question 3 Explaininwhatwaysacompositeformedfromfibres(of,say,carbonorglass)embeddedinapolymermatrix(sayepoxyresin)haspropertiesthataresuperiorto

    thoseofeitherconstituentalone.

    (5 marks)

    Question 4 Determinethesteadythrustthatwouldenablea200-tonneairlinertoreachits

    take-offspeed(75ms1

    ),fromrest,in30s.Explaininafewwordswhyinpracticethethrustrequiredwilldifferfromthatcalculatedbythissimplemodel.

    (4 marks)

    Question 5 Apermanentmagnetmotorinasmallmechanicaldevicehasstalltorque3 =2.610 Nmandno-loadspeed = 860 rads1whenconnectedtoas n

    battery.

    (a) Determinethegearratiothatwillenabletheoutputdriveshafttospinat

    about120rpm(choosefrom4:1,16:1,64:1or256:1).

    (b) Whendrivingaload,themotorshaftspinsatthree-quartersofitsno-load

    speed.Calculatethemechanicalpowerthatisgeneratedbythemotorunderthesecircumstances.

    (6 marks)

    T207/SEP TURN OVER 3

    Question 6 Describebrieflythedifferencebetweenboundarylubricationandfull-filmlubrication.Giveoneeverydayexampleofeach.

    (6 marks)

    Question 7 Identify:

    (a) whyalowvalueofyieldstressisadesirablepropertyinametalthatistobe

    usedtocreateusefulshapes

    (b) whythatsamepropertymaybeadisadvantageforacomponentinitsfinal

    form.

    (4 marks)

    Question 8 Explain,innomorethan100words,ageneralorsocialneedtowhichthebicycleoffersapossiblesolutiontoday.

    Hint:aspiderdiagrammayhelpyouplanyouranswer.

    (5 marks)

    Question 9 (a) Sketchatypicalcreepcurveforametal,labellingtheaxesandthethree

    regionsofcreep.

    (4 marks)

    (b) Analloysteelhasameltingtemperatureof1650C.Determinethe

    maximumoperatingtemperaturethatthissteelcantolerateifitisnotto

    creep.

    (2 marks)

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    PART B Attempt TWOquestions from Part B. Your answers to two questions willaccount for 50 per cent of your final exam mark. You should spend abouthalf the examination time on this part.

    Question 10 (a) Listthethreecategoriesofsolutionstoengineeringproblems,andforeach

    onegiveapracticalexamplethattypifiesthecategory.(6 marks)

    (b) Bimetallicstripsareusedtomonitorandcontroltemperature.Explainthe

    principlebywhichthesestripsfunction.Whenmakingabimetallicstrip

    whatmaterials,withrespecttotheirproperties,wouldbechosentomakethe

    stripmostsensitivetoachangeintemperature?

    (5 marks)

    (c) (i) Materialsexpandwhenheated;brieflydescribewhy,attheatomiclevel,

    thishappens.

    (ii) Ahollowcylinderofaluminium1mlongwitha40mmoutsidediameterisatatemperatureof20C.Whatisthechangeinlengthand

    circumferenceofthecylinderwhenitiscooledto25C?

    (Note:thethermalco-efficientofexpansionofaluminiumis

    24106K1.)

    (iii) Assumingthatthecylinderisfixedatbothendsandthatitswall

    thicknessis7.5mm,whatforcewouldbeexertedbythecylinderduring

    thischangeintemperature?

    (Note:theYoungsmodulusforaluminiumis70GPa.)

    (3 + 6 + 5 = 14 marks)

    (Total 25 marks)

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    Question 11 Table1showssometypicalvaluesofthecoefficientofstaticfriction,s,forhard

    steelonitself.

    Table 1

    Contact condition s

    Unlubricated 0.6

    Lubricated, mineral oil 0.2

    Lubricated, molybdenum disulphide 0.1

    (a) Asimpleslidingbearingwithhardsteelsurfacessupportsamassof575kg.

    Assumingyourmassis75kgandyoucanexertahorizontalforceequivalent

    to80%ofyourweight,determinewhetheryouwouldbecapableofmoving

    themassunderanyofthesefrictionalconditions.(Takeg=9.8ms2.)

    (7 marks)

    (b) Describethemicroscopicprocessesbetweentwosurfacesduringfrictional

    contact.

    (4 marks)

    (c) Brieflyoutlinetwomechanismsofwearwhentwosurfacesareincontact.

    (6 marks)

    (d) Thecombinedmassofageneratingrotoranditshollowshaftis450tonnes,

    therotorsdiameteris4.5m,andtheshaftshollowinnerdiameteris0.75m.

    (i) Treatingtherotorandshaftasonecombinedunit,calculatetheirsecond

    momentofmass.

    (ii) Calculatethekineticenergyoftherotorwhenitisspinningat

    300revolutionsperminute.

    (iii) Usingthekineticenergycalculatedin(ii),whatdistanceinkilometres

    couldtheunlubricatedmassfrompart(a)bemoved?Assumethatin

    thisinstancestaticfrictionisequaltodynamicfriction.

    (2 + 3 + 3 = 8 marks)

    (Total 25 marks)

    T207/SEP TURN OVER 5

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    Question 12 (a) Table2showsthemeasuredelectrodepotentials,relativetomildsteel,formetalsinseawater.Calculatethecellpotentialandstatewhichmetalwill

    corrodeforthefollowingcombinations:

    (i) copperdeckplatesheldtogetherwithmildsteelrivets

    (ii) atitaniumpropellershaftrunninginagraphitebearing

    (iii) aleadweathershieldincontactwithabrassporthole.

    (2 + 2 + 2 = 6 marks)

    Table 2

    Metal Potential in sea water/volts

    Aluminium 0.59

    Brass 0.12

    Copper 0.20

    Graphite 0.42Lead 0.22

    Magnesium 1.40

    Mild steel 0

    Stainless steel 0.11

    Titanium 0.30

    Zinc 0.66

    (b) Describethedifferenceinmechanismsofcreepinmetalsandpolymers,and

    howtemperatureinfluencestherateofcreepinbothofthesematerials.

    (8 marks)

    (c) Acylindricalpressurevesselisusedforchemicalprocessingandisdesigned

    towithstandamaximumpressureof30MNm2.Thevesselhasamean

    diameterof5mandawallthicknessof250mm.Itisconstructedfrom

    weldedplatesofmaterialwithanultimatetensilestrengthequalto

    500MNm2,ayieldstrengthof300MNm2andatoughnessof

    50MNm3/2.Assumethatthevesselisthinwalled.

    (i) Calculatethehoopstressat75%ofitsdesignpressure.

    (ii) State,withjustification,whetherornotthisserviceconditionrepresentsahighloadonthestructure.

    (iii) Duringoperation,anedgecrackhasbeendiscoveredinthevesseland

    measuredtobe10mmlong.Whatisthemarginofsafetywiththis

    lengthofcrackwhenthevesselisoperatingatfullpressure?Take

    Y=1.12forthisgeometry.

    (4 + 3 + 4 = 11 marks)

    (Total 25 marks)

    [END OF QUESTIONS]

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    Data

    ThesetablesrelatetospecificquestionsinPartA.

    Table 3 Anthropometric data for adult (aged 1965 years) British

    population (Pheasant, 1986)

    Body dimension Male Female

    Mean/mm SD*/mm Mean/mm SD*/mm

    Stature 1740 70 1610 62

    Eye height 1630 69 1505 61

    Shoulder height 1425 66 1310 58

    Elbow height 1090 52 1005 46

    Sitting height 910 36 850 35

    Sitting eye height 790 35 740 33

    Sitting shoulder height 595 32 555 31

    Sitting elbow height 245 31 235 29

    Thigh thickness 160 15 155 17

    Buttock-to-knee length 595 31 570 30

    Buttock-to-popliteal length 495 32 480 30

    Knee height 545 32 500 27

    Popliteal height 440 29 400 27

    Shoulder breadth (bi-deltoid) 465 28 395 24

    Hip breadth 360 29 370 38

    Chest (bust) depth 250 22 250 27Shoulder-to-elbow length 365 20 330 70

    Elbow-to-fingertip length 475 21 430 19

    Forward grip reach (from the 780 34 705 31

    back of the shoulder blade)

    Upper limb length 780 36 705 32

    * SD = standard deviation

    Table 4 Ergonomic data: maximum finger pushing force

    (Haaland et al., 1963)

    Digit Thumb Index finger Middle finger Ring finger Little finger

    Mean force/N 17 11 10 8 5

    Range/N 1420 814 812 510 39

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    Equations

    Equationsarelistedundertheblockinwhichtheywerefirstintroduced.

    Block 1

    X

    X X0 = X0 = T

    L

    =

    L0(1

    +

    T

    )

    = exp( / Tr r E k )0 a

    = exp( / TD D

    E k )0 a

    Ea 1lnr = + ln r0

    k T

    Block 2

    I= y2dAAM E

    = =

    I y R

    EI2P = E 2l

    = = 3(n 1) 2jM F C

    = = 6(n 1) 3jM F C

    M = 3g n 62

    E=

    F =

    A

    l =

    l

    / F A G = =

    p pVK = =

    / VV V

    E =E v +E v C m m f f

    1 v vm f= +

    E E Ec

    m f

    EGC

    =

    a

    K

    =

    EG

    =

    aC C c

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    Block 3

    = v r

    t=

    + t= i

    2

    2

    )(

    i

    =

    2

    1 2 t+ = ti 2

    = + tv u a

    1 2s u=

    t+

    at

    2

    2 2v =u +2as

    2

    2 v

    a( =v) = r=

    r

    2

    =

    1 f = =

    T 2

    2a= y

    F=ma

    d(mv)F=

    dt

    =I

    P=Fv

    P=

    d =I =I

    dt

    dva=

    dt

    d =

    dt

    2 2F=mv /r=mr

    I = mr 2

    12I= mr for shaft on axis

    2

    12 2I = m (R +r ) for hollow shaft on axis

    2

    F=R

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    F=B I l sin

    = 1

    s

    n

    P=IV

    2P

    =

    I Rtherm

    Pout=

    Pin

    =V E IR

    1 2

    FD

    = v CDA2

    1 2F v C AL

    = L2

    Block 4

    1 12 2K = mv + Itotal

    2 2

    U =mgh grav

    = c TQ m

    T21=

    T1

    1p v2 + gh E = +v

    2

    v = 2gh jet 0

    m =vA

    = AQ v

    QHk=

    W

    =

    G

    d =

    dt

    =

    32r L =

    Cr

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    Block 5

    TT =H

    Tm

    1/2 = +kdt 0

    K

    =

    Y

    a1

    da m=C K( )

    dN

    Pr=hoop

    t

    [END OF EXAMINATION PAPER]

    T207/SEP 11

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