6.design of fasteners

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    Design of Fasteners

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    Design of Screw

    Fasteners

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    Introduction A screw thread is formed by cutting a

    continuous helical groove on cylindricalsurface.

    A continuous single helical groove is known as

    single threaded or single start. If second groove is cut into the space between

    the groove of first then it is double threaded ordouble start.

    Screw joint are formed by bolt and nut usedfor joining machine parts or for fastening,adjustment, assembly, inspection, replacement.

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    Advantages

    1) These are convenient to assemble anddisassemble.

    2) Highly reliable in operation.

    3) Screw joint are adopted in various operatingconditions.

    4) Screws are relatively cheap to produce due tostandardization.

    Disadvantages

    The main disadvantage of this joint is thestress concentration in the thread portion and

    strength is less than welded or riveted joint.

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    Types of Screw Fastening Bolts - They are basically threaded fasteners

    normally used with nuts.

    Screws - They engage either with a preformed ora self made internal threads.

    Studs -They are externally threaded headless

    fasteners. One end usually meets a tappedcomponent and the other with a standard nut.

    Tapping screws -These are one piece fastenerswhich cut or form a mating thread when driveninto a preformed hole. These allow rapidinstallation since nuts are not used.

    Set Screws -These are semi permanent fastenerswhich hold collars, pulleys, gears etc on a shaft.Different heads and point styles are available.

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    Examples where screw joints are preferred

    over welded joint.1) Assembly of crank shaft and connecting rod.

    2) In braking system of an automobile because

    screw joints are convenient to assemble anddisassemble and relatively cheap to produce

    due to standardization.

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    Forms of Thread

    There are mainly two types of thread

    1) Triangular or V type

    2) Square thread

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    Advantages of V thread

    1) V threads offers greater frictional resistance

    of motion than square thread and are thusbetter suited for fastening purpose.

    2) These are stronger than square thread.

    3) These are cheaper because of easy to cut by

    die or on machine.

    4) These are used to tighten the parts together in

    bolts, nuts, stud and nut, tap bolts etc. becausethey prevent the nut from slacking back due

    to high frictional resistance.

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    Disadvantages

    1) V threads are not suitable for power

    transmission.

    2) They have a component of force which acts

    perpendicular to the axis causing bursting

    action on the nut and increasing friction.

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    Forms of Threads

    1) With worth Thread (BSW) -

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    2) Acme thread -

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    3) Square Thread -

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    4) V Thread -

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    Stresses in screw fastenings

    It is necessary to determine the

    stresses in screw fastening due to

    both static and dynamic loading in

    order to determine their dimensions.In order to design for static loading

    both initial tightening and external

    loadings need be known.

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    A) Initial tightening load

    When a nut is tightened over a screw followingstresses are induced:

    (a) Tensile stresses due to stretching of the bolt

    (b) Torsional shear stress due to frictionalresistance at the threads.

    (c) Shear stress across threads

    (d) Compressive or crushing stress on the threads(e) Bending stress if the surfaces under the bolt

    head or nut are not perfectly normal to the bolt

    axis.

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    a) Tensile Stress

    Since none of the above mentioned stressescan be accurately determined bolts are usually

    designed on the basis of direct tensile stress

    with a large factor of safety.

    boltsintensionInitialP

    ddiameterCored

    screwofpitchordiameterMeandWhere

    dd

    d

    A

    P

    i

    oc

    c

    oit

    84.0

    )2

    (4

    2840

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    b) Torsional shear stress -

    Due to twisting moment, the bolt is subjected totorsional shear stress.

    3

    16cs dT

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    roottheatthreadofwidthb

    contactinthreadofNumbern

    nouofdiameteralnod

    bnd

    P

    isnutforstressshearaverageThe

    bnd

    P

    isscrewforstressshearaverageThe

    o

    o

    n

    c

    s

    min

    c) Shear stress across the threads -

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    d) Crushing stress on threads

    The compression or crushing stress between thethread of screw nut is given by

    ndd

    P

    co

    crc )( 22

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    e) Bending Stress

    Let, Xdifference in height between the extremecorner of the nut or head.

    EModulus of elasticity

    llength of shank of the bolt

    The bending stress induced in the shank of the bolt is

    given by

    lXE

    b2

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    2. Stresses due to external Forcesa)Tensile stress

    oc

    c

    t

    c

    t

    dd

    And

    nd

    P

    boltsofnumbernarethereiffoundbecandiametercoreThe

    d

    P

    84.0

    4

    ''

    4

    2

    2

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    b) Shear Stress

    The shear stress induced in the bolt is given by

    nd

    P

    o

    s

    2

    4

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    c) Combine tension and shear stress

    22max

    22

    max

    42

    1

    42

    1

    2)(

    t

    t

    t

    t

    stressshearMaximum

    stresstensileprincipleMaximum

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    3. Stresses due to combine forces

    Bolts are subjected to direct tensile and twisting

    moment due to screwing up and external forces.

    E.g. steam engine cover plate subjected to initial

    tightening load and external load of steam

    pressure, then the resultant load on the bolt isapproximately equal to the sum of initial tension

    and the external load.

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    The resultant load on nut is

    boltofelasticitythetopartconnectedofelasticityofRatioa

    bolttheonloadExternalP

    bolttheoftighteningtoduetensionInitialP

    ka

    aWhere

    Pa

    aPP

    i

    i

    2

    2

    1

    1

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    Standard values of k

    Type Of Joint K=(a/1+a)

    Metal to metal joint 0.00 to 0.10

    Hard Copper Gasket 0.25 to 0.50

    Soft copper gasket with long

    through bolt

    0.50 to 0.75

    Soft packing with through bolts 0.75 to 1.00

    Soft packing with studs 1.00

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    Bolts with Uniform Strength When a bolt is subjected to shock load i.e. power

    hammer, connecting rod, presses etc. In such cases, the torque is designed to absorb impact

    load and to resist the torque to prevent the breakage of

    thread.

    In ordinary bolt, the effect of load concentrated on the

    weakest part of the bolt i.e. the c/s area of the root of the

    thread.

    The stress in the threaded part will be more as comparedto the shank hence the maximum portion of energy will

    be absorbed at the region of the threaded part which

    may fracture the threaded portion.

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    If the diameter of shank of the bolt is turned to

    the core diameter of the thread then the shank of

    the bolt will undergo a higher stress.

    This means that shank will absorb large portion

    of energy thus relieving the material at the

    threaded portion

    The bolt in this way become stronger and lighter

    and it increases the impact load carrying

    capacity.

    This gives us bolts with uniform strength.

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    Another method, an axial hole is drilled through

    the head of the bolt as far as threaded portion,

    such the area of the shank become equal to the

    root area of the thread.

    threadofdianeterCored

    threadofdiameterouterd

    holeofdiameterD

    ddD

    ddD

    c

    o

    co

    co

    22

    222

    44

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