Deflection Calculations by the Energy Method

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  • 7/25/2019 Deflection Calculations by the Energy Method

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    Chapter 9Defections using Energy Methods

    Reading Assignment:

    Chapters 9.1 - 9.5

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    Externa !or"

    #sed $or more compicated oadingsor $or structures such as trusses and

    $rames.

    Conser%ation o$ Energy &rincipe

    #e' #i

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    Externa !or" (

    )orce*Moment

    - +inear Eastic Response

    2

    2

    2

    00

    0

    =

    =

    ==

    =

    =

    PU

    xPxdx

    PFdxU

    xP

    F

    FdxU

    e

    XX

    e

    X

    e

    MU

    MdU

    e

    e

    2

    1

    0

    =

    =

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    Strain Energy Axial Force

    ,oo"es +a / ' E0

    orma 2tress / ' *A

    A'Constant Cross-2ectiona Area

    )ina 2train 0'3*+

    +'+ength

    3 ' +*AE

    #i' 4+*4AE

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    2train Energy ( ending

    2train Energy

    d#i'M4dx*4E6 2train Energy o%er eam +ength

    =

    L

    e

    EI

    dxMU

    0

    2

    2

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    Exampe 71

    8russ Exampe

    Rea !or" Method

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    &rincipe o$ !or" and Energy

    Appication o$ this method is imitedny one oad may e appied to the structureny the dispacement under the $orce can eotained.

    ( ) =

    ==

    L

    i

    EI

    LP

    EI

    dxPx

    EI

    dxMU

    0

    3222

    6

    1

    22

    2

    = PUe

    EI

    PL

    EI

    LPPUU

    ie362

    332

    ==

    =

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    &rincipe o$ ;irtua !or"

    Aso "non as the c ocation on astructure.

    2ee )igure 9-? in textoo".

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    &rincipe o$ ;irtua !or"

    Externa ;irtua !or" &3

    6nterna ;irtua !or"

    @ud+ @&3 ' @uB

    & 3 ' @ud+

    Moment & ' @uC d+

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    Method o$ ;irtua !or":8russes

    Externa +oading

    8emperature

    )arication Error and Camer

    =AE

    nNLP'

    = TLnP '

    = LnP'

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    Method o$ ;irtua !or"&rocedure

    1 &ace unit oad on the truss at the oint herethe desired dispacement is to e determinedand remo%e a rea oads.

    8E: +oad shoud e in the same direction o$

    dispacement.4 Cacuate the interna $orces in each truss

    memer. FG ' tensionH - ' compression

    I Remo%e unit oad and appy rea oads to truss.

    J Cacuate the interna $orces in each trussmemer. FG ' tensionH - ' compression

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    Method o$ ;irtua !or" 6mportantotes

    1 Kou must retain the ageraic sign $or each o$ the n and %aues hen pacing them into the %irtua or" eLuation.

    4 6$ the %irtua or" eLuation is positi%eH the dispacementis in the same direction as the unit oad. 6$ it is negati%eit is in the opposite direction.

    I )or 8emperature ELuation:1 38 ' &ositi%e ith temperature increaseH egati%e ith

    temperature decrease.

    J )or )arication ELuation:

    1 3+ ' &ositi%e ith increase in engthH egati%e ith decreasein ength.

    5 MAE 2#RE K# &AK A88E86 8 K#R #682.

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    Exampe 74

    8russ Exampe

    ;irtua !or" Method

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    Exampe 7I

    8russ Exampe

    ;irtua !or" Method