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Physics as - Unit 2 - Revision Notes

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  • 7/27/2019 Physics as - Unit 2 - Revision Notes

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    PhysicsAS-Unit2-Mechanics,MaterialsandWaves-RevisionNotesMechanics

    ScalarandVectorQuantities DefinitionAVectorQuantityhasmagnitudeaswellasdirectionwhileascalar

    quantityonlyhadmagnitude

    ScalarDistance,Speed,Mass VectorsDisplacement,Velocity,Acceleration

    Resultant

    Pythagoras- a = b2+ c

    2

    Note:whenyouknowtheresultantanddrawingthehorizontalandverticalcomponentdraw

    bothofthecomponentsfromthesamepointthattheresultantstartsfrom(resultantshouldbe

    in-between2components)

    ResolutionOfVectors Resolvesvectorintohorizontalandverticalcomponents.

    x= acos y = asin

    BalancedForces Ifanobjectisinequilibriumthetwoforcesactinguponapointareequalandoppositeto

    eachotherandthesumoftheanticlockwisemoments=thesumoftheclockwise

    moments.Noresultantforceacting.

    Equilibrium3forces2oftheforces(resultant)areequalandoppositetothethirdforce,thereisnoresultantforceacting.Canalsobedrawninaclosedtriangle.

    Tocalculateandunknownforceorforcesresolveeachhorizontallyandverticallyandsolve,

    ifobjectisinequilibriumthereisnoresultantforce!

    a b

    a+b

    ParallelogramMethod

    a

    x

    y

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    Moments DefinitionThemomentofaforceaboutapointisequaltotheforcemultipliedby

    theperpendiculardistancebetweenthelineofaction(offorce)andthepivot

    (placetakingmomentabout)

    Theprincipleofmomentsstatesthatforanobjecttobeinequilibriumthesumoftheanticlockwisemomentsmustequalthesumoftheclockwisemomentsatanypoint.

    TwoSupportProblems Ifcenterofmassofbeamismidwaybetweenbothsupportstheforceeachsupport

    exertsisequal.

    Ifnot:o TakemomentsaboutS1tocalculateS2toworkoutS1orviceversa

    Couples DefinitionAcoupleispairofequalandoppositeparallelforcesactingonabody

    butnotatthesamepoint.

    TheturningeffectofacoupleofequalandoppositeforcesisequaltoOneoftheforcesmultipliedbytheperpendiculardistancebetweenthetwoforces.

    MotionAlongaStraightLine

    DisplacementTimeGraphs

    Gradient=VelocityVelocityTimeGraphs

    Gradient=Acceleration AreaUnderneath=Displacement(ifvelocityisalways+)

    ConstantAccelerationFormulas

    S= ut+ 12

    at2

    S= 12(u+ v)t

    v = u+ at v2 = u2 +2as

    WhereV=finalvelocity,S=displacement,U=initialvelocity,T=time

    RememberAccelerationisms-2

    Whencalculatingdistancecoveredwhensomethingisacceleratingandstartingvelocityisnot0useformulas!!

    IFEVERASKSFORDECELERATIONNEVERUSEAMINUSSIGNISITISSLOWINGDOWN!

    ProjectileMotion

    Accelerationduetogravity=9.81ms-2 Resolvehorizontallyandvertically Gravityonlyeffectstheverticalcomponentofmotion

    NewtonsFirstLawOfMotion Objectsstayatrestorremaininuniformmotionunlessacteduponmyanexternal

    force

    Sobasicallyifanobjectismovingandnothingisactinguponit(e.gairresistance)theobjectwillcarryongoingforever,thishappensinspaceasnoairresistance

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    NewtonsSecondLawofMotion Theforceappliestoanobjectisproportionaltothemassandtheaccelerationof

    theobjectasaresultofthebeingapplied

    F=ma If2forcesareactingupontheobjectitistheresultantforcethatisusedinthisequation-

    F1F

    2ifF

    1isbiggerthanF

    2

    Witharocketthatistravellingdirectlyupwardstheobjecthastoovercomeitsownweight(mg )inordertoacceleratesoFmg =ma

    Withalifto Ifmovingataconstantspeedupwards F=mg o Ifmovingupwardsandaccelerating F=mg+ma >mg o Ifliftmovingupanddecelerating F=mg+ma mg

    o Ifmovingdownwardsanddecelerating F=mg+ma

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    MeasuredinJoules

    KineticEnergy

    Ek =1

    2mv

    2

    GravitationalPotentialEnergy

    Eg =mgh Asanobjectofmassmisreleasedabovetheground,itgravitationalpotentialenergyis

    convertedintokineticenergyastheheightabovegrounddecreasesas Eg =mgh ,inreality

    thisisnotstrictlytrueassomegravitationalpotentialisconvertedintoworkagainstAir

    resistanceandsomelostasheatandsound.

    PendulumBob

    ifreleasedfromheight hithenatanypointwheretheheightish

    vthespeedofthebob

    issuchthatKineticenergyatthatpoint=lossingravitationalpotential(ignoringalloverexternalforces)

    1

    2mv

    2=mg(hi hf )

    Power PowerRateoftransferofenergymeasuredinWatts

    p =E

    tp =

    W

    tp = fv

    WhereE=Energy,W=Workandt=time Power=forcexvelocityasitstherateworkisdonepersecondasitsforcemultipliedby

    distancemovedeachsecond

    Efficiency

    =

    =

    Sobasicallyefficiencyisoutputpoweroverinputpower

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    Materials

    Density DensityAmaterialsmassperunitvolume

    p =m

    v

    Massofalloy,m = pava + pbvb andthedensityofthatalloy p = mv=

    pava + pbvb

    m

    Springs

    HookesLaw

    HookesLawTheextensionofaspringisproportionaltotheforceappliedtoitaslongasthelimitofproportionalityisnotexceeded

    F= kl (wherekisthespringconstant)

    ElasticLimitMaximumstressthatcanbeappliedtoamaterialwithoutelasticbehavioroccurringdeformation

    Note:ElasticlimitmaybedifferenttoLimitofProportionality

    YieldPointApointisreachedatwhichnoticeablylargerchangeinlengthduetoforce BreakingStress/UltimateTensileStress moststressamaterialcanwithhold

    withoutbreaking

    BrittlenessMaterialsthatcantextendwithoutbreakingaresaidtobebrittlehoweverbrittlematerialsarestrongincompressionandusedinbuildingwherecompressionis

    constant.

    Springsinparallel- K= K1 +K2 wherekistheeffectivespringconstant Springsinseries- 1

    K=

    1

    K1

    +

    1

    K2

    Inordertocompare2differentmaterialselasticpropertiesuseyoungsmodulus

    YoungsModulus

    YoungsModulusStiffnessconstantofmaterial TensileStress=forceperunitarea= f

    ameasuredinNm-2

    TensileStrain=ratiooforiginallengthandextension= LL

    NOUNITS

    ThisisdeltaLasinchangeinLsofinal-initial E=

    =

    Stress

    StrainYoungsmodulushasunitsNm-2orPascal(Pa)

    E=FL

    AL

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    ExperimentaldeterminationofYoungsModulusOfaMaterial

    Twoidenticalwiresarefixedinparallel Bothwiresinitiallyloadedtoremovekinks/strengthenknots Micrometeradjustedtomakespritlevelhorizontal Initialmicrometerreadingtaken Meterrulermeasureoriginallengthofwirel(oneunder

    test) Secondmicrometerusedtomeasurediameterofwirein

    severalplacestoimproveaccuracy

    Calculateareabyusing r2 (halfdtogiver) Testwireloadedwithmassandmicrometeradjustedtolevel

    spritlevel

    Micrometerreadingtakenandextensioncalculatedbyfinalmicrometerinitial

    Furtherloadsareaddedandrepeateduntilrangeobtained Unloadsecondset Graphofforceagainstextension Gradientcalculatedusingbigtriangle

    y2 y

    1

    x2 x

    1

    Asgradient= FL

    andY =FL

    ALYcanbecalculatedbygradientmultipliedby

    y =GradientL

    A

    AccuracyImproved

    Longthinwiregiveslargeextensionperunitforcethereforpercentageuncertaintydecreases

    Controlwireusedsotemperaturechangesdonotimpactresults Measurediameterinseveralplacestogiveaverage Largetriangle/rangeusedtocalculategradient

    LoadingandUnloading

    IfelasticlimitisreachedtheunloadingcurvewillnothavesamevalueasloadingcurveatF=0ithasbeenmisshapedmetalextended

    = Asloadingarea=workdoneandunloadingarea=energygivenback Rememberwhencountingsquarestocalculateworkdonethateachsquareisworth

    whateverthesquarerepresentsverticallymultipliedbywhateveritrepresents

    horizontally

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    Waves

    ProgressiveWavesWaveswhoseoscillationstravelanddonotstayaboutafixedpoint,thistypeofwavestransfersenergy

    FrequencyNumberofwavecyclesthatoccurinonesecondmeasuredinHz Amplitude-Maximumdisplacementofavibratingparticlefromequilibrium WavelengthDistancebetween2adjacentpoints/particlesinphaseinawave Periodtimeforonecompletewavetopassafixedpointinspace

    P =1

    f

    TransverseWavesWaveswhoseoscillations/vibrationsareperpendiculartothedirectionoftravel(lightetc.)

    LongitudinalWaves Waveswhoseoscillations/vibrationareinthesamedirectionoftravel(sound)Note:Soundwavespropagateasaaseriesofcompressionsandrarefactions

    WaveSpeedSpeedofthewavesisequaltodistancetraveledbywaveinonecycledividedbytimetakenforonecycle

    C=

    1f

    Therefor c = f

    Path/PhaseDifference

    2pointsareinphaseiftheyareawholewavelengthapart(maxdisplacementatsametime)-thereoscillationsareintimewitheachother

    2PointsareinAntiphaseiftheyarehalfawavelengthapart(onemaxdisplacementwhileotherexperiencesmindisplacement)

    PhaseDifference

    = 2x1 x

    2

    "

    #$

    %

    &' (inradians)OR= 360

    x1 x

    2

    "

    #$

    %

    &' indegrees

    note:x1-x2isthedistancebetweenthetwopoints

    PathDifference

    Between2differentsourcesthephasedifferencebetweenthe2wavesthentheyconvergeis:

    = 360S1P S

    2P

    "

    #$

    %

    &'

    note:whereS1Pisthedistancefromsource1tothepoint

    wherethe2wavesconverge

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    Polarization

    PolarizationWhenoscillationsoftheelectricfieldofanE.Mwavearerestrictedtoonlyoneplane/directionthewaveissaidtobepolarized

    Application Polaroid sunglasses reduce glare from water as the light is partiallypolarizedwhen reflected offwater thus theintensityof the light can bereduced This

    reducesglare

    Reflection Angleofincidenceisthesameasangleofreflection

    i = r

    StationaryWaves

    Superposition

    When2similarwavesofsimilarfrequencymeettheirresultantdependsupontheiramplitudeandtheirrelativephasedifference

    o Ifnophasedifferenceanglethenconstructiveinterferenceoccurso If180degreesdifferenceanglethendestructiveinterferenceoccursandwaves

    canceloutatthatpoint

    PrincipleOfSuperpositionStatesthattheresultantdisplacementcausedby2wavesarrivingatapointisthevectorsumofthe2displacementscausedbyeachwavesatthat

    instant

    StationaryWavesFormation

    Formedwhen2continuouswavestravellinginoppositedirectionsofsamefrequencysuperimposeto

    formnodisplacement(nodes-completedestructive)

    andpointsofmaxdisplacement(antinodescomplete

    constructiveinterference) StationaryWaveFixedpatternofvibrationwhere

    noenergyistransferredalongthewave

    Nodeparticle/pointwithzerodisplacementnoamplitude

    AntinodePoint/particlewithmaxdisplacement/amplitude

    Thephasedifferencebetween2particles/pointsonstandingwave(thatisthedifferencewhenoneisat

    maxdisplacementandotheronealsois,indegrees)is

    zeroifthepoints/particlesarebetweenadjacentnodesorseparatedbyevennumberofnodesor180

    degreesiftheyareseparatedbyanoddnumberof

    nodes.

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    FundamentalFrequencies

    Distancebetween2AdjacentNodes= 2

    (asfrom

    nodetonode=halfawavelengthofoneofthe

    continuouswavesthatformedstationarywaveseen

    indiagram) Asseenindiagramthefirstfundamentalthatiswhen

    thereisonestandingwave(1anti-node1node)the

    lengthishalfofthewavelength

    = 2L

    Using c = f

    Wefind: f0=

    c

    2l

    (wherecisspeedofpropagationofwaves)

    Henceatthesecondharmonicorfirstovertone := L o Hence: f

    1=

    c

    l

    Furthermoreatthethirdharmonicorsecondovertone: = 23L

    o Hence: f2=

    c

    23

    l

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    Refraction RefractionChangeofdirectionofawavewhenitpropagatesthroughadifferent

    medium

    Speedoflightinairis3.00106 howeverwhenitentersmoreopticallydensemediumitreducesspeed

    Sowhenlightentersamoreopticallydensemediumitsspeeddecreasesanditsdirectionchangesmoretowardsthenormal As c = f andthespeedoflightisreducedinmoreopticallydensemediumthe

    wavelengthoflightchanges(makessensereallythefrequencycantsuddenlychange!)AbsoluteRefractiveindex

    =

    note:asthespeedofdifferentfrequencyoflightisnotthesameinagivenmedium(duetothefactthe

    propagationdirectionchangestoadifferentdegreeforeachfrequency)togiveabsoluterefractiveindex

    Yellowlightfromasodiumbulbisusedasastandard

    SometypicalR.Is

    Diamond2.4

    Perspex1.5 Air1

    Ice1.31

    RefractiveIndexbetween2materials

    =

    !!

    Iflightfromonemedium1tomedium2isNthenlightfrom2to1is1/NSnellsLaw

    n1sin

    1= n

    2sin

    2

    OR

    sin1

    sin2

    =

    n2

    n1

    =

    c1

    c2

    =1

    2

    Notewherenistheabsoluterefractiveindexofacertainmedium

    and1istheangleofincidenceand2istheangleofrefraction

    TotalInternalReflection

    Ifangleofincidenceissolargeandthelightismovingfromamoredensetolessdensemedium(hencepropagationdirectionchangingawayfromnormal)theangleof

    incidencewillbelargerthan90andsubsequentlythelightdoesnotexitbutisreflected

    backintomedium

    Theanglethatthishappensatthatistheangleatwhichlightisreflectedat90tothenormal(

    2=90)iscalledthecriticalangleandusually

    denotedby i

    sini

    sin90=

    n1

    n2

    andassin90=1:sin i =

    n2

    n1

    Thisishowfiberopticcableswork:

    CladdingInFiberOpticCables o

    Improvetensilestrengthofthecableasthecorehastobeverythin.o Increasethecriticalangleneededfortotalinternalreflection:hencereducing

    themultipathdispersion(mergingofsignalsoflightdownacable)

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    o Stopscorebeingscratchedasscratchescauselighttobedispersedifithitsthescratch

    o Improvessecurityaswithoutcladdinglightwouldbeabletotravelbetweenfibers,aswithcladdingtotalinternalreflectionoccursandlightcannottravelbetweenfibershoweverwithoutcladdinglightwouldbefreetotravelbetween

    mediansofsimilaropticaldensity(coretocore)

    UsedinInternetbroadbandtodeliverfastinternetconnectiontohouseholds.

    Interference When2similarwavesmeetatapoint,bytheprincipleofsuperpositionthecombined

    displacementisfoundbythevectorsumofthe2displacementsofeachwaveatthat

    point,iftheyarriveexactlyinphasethewaveswillconstructivelyinterferetoforma

    doubleheightwave,ifexactlyoutofphase(180degrees)theywilladdtogetherdestructivelyandcancel

    Inordertoviewasteadyinterferencepatternthewavesourceshavetobecoherent CoherentConstantphaserelationshipandsamefrequency Thepatternweseewilldependuponthephasedifferenceofthe2sourceswhentheyhit

    thatpoint

    AbrightfringeWhenthewavesconstructivelyinterfere,occurswhenpathdifference= n

    AdarkfringeWhenthewavesdestructivelyinterfere,occurswhenpathdifference= (n+

    1

    2)asthewaveshavetobe180degreesoutofphase

    Two-Slitinterferencepatterns(YoungsSlits)

    Singleslitdiffractionspreadsoutonewaveandcausesittoactas2coherentsourcesfor2furtherslits.

    Showedevidenceforwavetheoryoflight Lightbandsoccurwheneverthepathdifference

    betweenthelightwavesareawholenumberof

    wavelengths(anddarkwhenhalfnumber) Thedistancebetweentwosuccessivemaximaw

    dependsupon:

    o Thedistancebetweenthe2slits;increasingSmakesfringesclosertogether(orwsmaller)

    o Thewavelengthoflight,Wissmalleratsmallerwavelengthso DistanceDbetweentheslitsandthescreen,ifDincreaseWincreases.

    w =D

    s Alsocanuselaser

    o Laserlightmonochromatico LaserlightIscoherent(constantphaserelationshipsameHz)o Highlydirectionalverylittledivergence

    PatternMaximaSimilarintensityandsamewidthascentralfringe Diffraction

    WhenwavespassthroughagaporaroundanobstaclethewavesspreadoutthisiscalledDiffraction

    Whentheslitwidthisthesameasthewavelengthperfectdiffractionoccurs Whenslitislargethanwavelengthlessdiffractionoccurs

    SingleSlitDiffractionPattern

    Centralmaximumistwiceaswideastheothers

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    Restofthefringesdecreaseslightlyinintensityaswayfromthemiddle(samewidth)

    Maximaoccurswithconstructiveinterferenceandzerointensitywithdestructiveinterference

    Ifgapgetssmallerofdistancebetweenscreenandslitincreasessodoeswidthofmaxima

    Centralmaximagetslargerifwavelengthislongerorthegapissmaller

    DiffractionGrating

    Seriesofuniformnarrowslitsinparallel dsin= n

    Whered=thedistancefromcentertocenterofadjacentslits(N=1/dtoworkoutdifyouonlyhavenumberofslitsinsayameter) istheangleoftheorderyouaretryingto

    calculate,nistheordernumbertryingtocalculate12or3etc.

    Fractionsofadegreeusuallyexpressedinminutes Tofindmaxnumberofordersubstitute for90(thereforsin=1)anduseequation Application:Spectrometer

    o Usescollimatortoproduceparallellightandthenusesdiffractiongratingtoproducespectrumpattern

    o Usesamplelightfromexcitinganatomtoproducepatternandanalysiscanbedoneonthis12

    o AlwaysawhitelineattheZeroorderasallwavelengthsarriveinphaseatthispoint

    o Theshorterthewavelengththeshortertheangleo Hencepatternscanbecomplicatedfirstorderredlightlinecanbecloseto

    secondorderblue


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