3 screws fasteners spr part a

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    ME C312: Desi n of Machine Elements

    Chapter 8Screws, Fasteners, and the

    -Part-A: Power ScrewsI/C: Regalla Srinivasa Prakash

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    Scope: Introduction

    Design of Power Screws

    The Mechanics of Power Screws

    Body stresses and failure prediction

    Design of Non-permanent fasteners Threaded Fasteners (Bolts and Bolted Joints)

    Joints Fastener Stiffness

    Member Stiffness

    Bolt Strength

    Tension Joints External Load

    Relating Bolt Torque to Bolt Tension Gasketed Joints

    Tension Joints in Dynamic Loading

    Adequacy Assessment, Specification Set, Decision Set and Design

    Shear Joints

    Non-threaded fasteners Pins and Keys

    Omitted:

    ec on - an s a s ca rea men an ormu ae roug ou e c ap er

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    Introduction

    single integral parts will not do

    Joints may be permanent, semi-permanent and non-permanent joints

    Helical screw is an non-permanent joint

    Helical screw was a very important invention

    The biggest challenge in designing a joint made up ofscrews is to enable the total product retain its shape andfunctionality without coming apart under external load

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    Thread Standards and Definitions

    2

    1

    3

    4

    7

    85

    6

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    LEAD AND MULTI-THREADED SCREWS

    Linear distance moved by the screw for onerotation of nut is the lead,

    l = * multi licit of threadin

    Double threaded, l=2p1 rotation

    - ,Question:

    A screw is to be used to advance the carriagep.

    pitch (1.5 mm) but one having multiplicity of

    threading of 2 (double threaded) and thesecond 3 (triple-threaded) are being used.

    l=pAssuming the automated screw speed to besame in both cases, which screws use willintroduce greater surface roughness on

    Answer: The lead for the first screw is 2*1.5 = 3 mm and that for second screw is

    3*1.5=4.5 mm. Since the second screw gives higher feed rate, cut will be rougher insecond case.

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    The Metric Thread:

    1106

    5 9

    3

    2

    7

    10

    MJ Profile,

    for fatigue

    loading

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    Tensile Stress Area

    2

    42/ ttprt dAddd =+=

    t

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    Diameters and Areas of Coarse-

    Pitch and Fine-Pitch Metric

    .

    Question:

    Between two screws having samemajor diameter and same pitch,

    member strength?

    Answer:

    The one with fine-pitchedthreads. (Why?)

    Because, from this table, youcan see that the tensile stressarea is more for fine-pitch

    .

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    TWO APPLICATIONS OF THREADED SCREWS

    Square threads

    cme rea s

    Used in machine tools, screw compressors etc.

    Fasteners

    Metric threaded (triangular) Used for bolts, screws etc.

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    POWER SCREW APPLICATIONS

    (a) Square thread; (b) ACMEthread.

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    Power screw or Screw jack mechanism

    Electric screw jack operated lift table

    The Joyce worm-gear screw jack.Bench Vice / Work Vise

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    THE MECHANICS OF POWER SCREWSfor raising the load,

    Helix angle

    Lead anglefor lowering the load,

    =

    Force diagrams: (a) lifting theload; (b) lowering the load.

    m

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    +

    f

    lF

    Raising:

    sincos fPR

    =

    =m

    R

    dlf

    P

    .1

    += fdlFdT mmR

    lF

    mLowering:

    sincos

    ss

    fPL

    +

    =

    +

    =m

    Llf

    P

    .1

    m

    =lfdFd

    T mm

    +m

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    Self locking of power screws

    L

    friction in order to lower the load

    n cer a n ns ances un es ra e , e oa may

    itself lower by causing the screw to spin; it may

    In such cases, TL is either zero or negative (canyou exp a n w a nega ve L p ys ca y means

    Whenever, the load does NOT lower by itself

    unless a positive TL is applied, the screw is said tobe self-locking

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    CONDITION FOR SELF-LOCKING OF POWER SCREWS

    +

    =fld

    Tm

    mmL

    2

    Thus the condition for self-locking is

    mL

    Divide both sides b . Since l/ =tan

    tan>

    Thus the screw is self locking whenever the coefficient ofr c on s grea er an e angen o e ea ang e.

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    Accounting for collar friction

    Normall a collar is em lo edto enable the power screwsystem to have sufficient

    being raised

    the component being raised,

    additional torque needs to beapp e to ra se t e oa , t s scalled as collar friction torque Tc

    ccdFfT =

    c,

    the collar is not too big, it isenough to use a mean diameter,

    2c

    T should be added todc, at which the collar friction

    force is concentrated

    thread friction torque to

    calculate total TR.

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    Power screw s raising efficiency

    the raising torque with friction

    friction

    2

    To =

    o FlT ==RR TT 2

    Use Tables for values of coefficient of fand fc.

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    Coefficients of Friction ffor Threaded Pairs

    Thrust-Collar Friction Coefficients

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    Raising torque for ACME screws

    + secfdlFd mm

    =

    sec2 fldmR

    The effect of the thread angle in ACME thread is to increasethe friction force between the screw and the nut due to the

    For power screw application, though the ACME thread is not

    su a e ue o g er r c ona orce resu ng rom we g ngaction, is invariably used because it is easier to manufacturethan the square threads.

    It permits the use of split nut.

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    Typical industrial nomenclature of Acme threads:

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    (a) Effect of thread angle in ACME threads: Normal thread force isincreased due to thread angle

    c

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    Body stresses in power screws

    , x Transverse shear (no contribution to von-Mises

    is zero and is zero where bending stress ismaximum; hence needs to be only independentlychecked for)

    Bearing pressure (no contribution to von-Misesstress because it is distributed over the thread andis maximum at the middle of thread and is zero at

    e roo o e rea Torsional shear stress, xy x a compress ve stress, z

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    Body stresses in the screw

    pressure

    Critical element at which

    e von- ses s ress sevaluated

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    Body stresses in the screw threads: those to be taken into accountfor estimation of the von-Mises stress at the critical element

    Power screws are operated normally at low speeds and hence static designenough.

    316R

    xy T = 3L

    xy =or 2r

    zd

    F

    A

    F

    ==

    r r

    FFpM 624 ==== pndpndcI trtrx

    4 2

    1

    62'

    1

    2222

    zxyzxyxzzyyx +++++=

    '

    ;3': 22

    y

    DExyyyxx nstressPlane =++=

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    Body stresses in the screw: those that need only to beindependently checked (no need to take into account in von-Mises

    Buckling:lS

    SF y

    y

    12

    =

    J. B. Johnsons

    crit

    fixed; (c) one end free and one end fixed; (d)

    one end rounded and pivoted, and one endfixed.

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    Body stresses in the screw: those that need only to beindependently checked (no need to take into account in von-Mises

    Must be less than the safe

    pndpnd tmtmB

    2

    ==ear ng pressure g ven n

    Table 8-3. Causes too much

    wear and sometimes

    crushin .

    FFV

    333===

    It is at the centre of theroot area. Must be less

    pnpn trtr than the shear yieldstrength of material.

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    Loading taking by the successive threads

    relative fractions of the total load being born by

    We w ll cons er the ollow ng shar ng pr nc ple:

    First engaged thread carries 38% Second engaged thread carries 25%

    Third engaged thread carries 18%

    Rest of the threads carry negligibly smaller loads andhence do not govern the design

    The seventh threads is virtually free of load

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    The tensile stress area of metric threadsonce more

    -.various diameters and the tensile stress area forcoarse- itch and fine- itch metric threads as

    follows. Minor diameter d = d 1.226869p

    Pitch diameter dm = d 0.649519p

    Diameter for tensile area and the tensile stress areacan be estimated as follows (see Table 8-1).

    2rmtd =

    2

    4tt dA =

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    Solved example 8-1:

    kN.6.4Fmm;40dc0.08;fcf2p;lmm;4p;32 ======= mmd

    lead.and

    diameterminordiameter,pitchwidth,threaddepth,thradtheFind)(a

    mm284-32p-ddr

    mm304/2-32p/2-ddm:Sol

    ===

    ===

    TLandTRFind(b)

    mmp ===