2.72 Elements of Mechanical Design - aprende.org · 2017. 1. 20. · MIT OpenCourseWare 2.72...

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MIT OpenCourseWare http://ocw.mit.edu 2.72 Elements of Mechanical Design Spring 2009 For information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms .

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  • MIT OpenCourseWare http://ocw.mit.edu 2.72 Elements of Mechanical DesignSpring 2009

    For information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms.

    http://ocw.mit.eduhttp://ocw.mit.edu/terms

  • 2.72Elements of

    Mechanical Design

    Lecture 10: Bolted joints

  • 2© Martin Culpepper, All rights reserved

    Bolted joint +’s and –’sGood:

    Low cost?Able to be disassembledStrongCompatible with almost any material

    Bad:Takes up a lot of spaceMicro-slip/hysteresis/damping problemsDifficult to model and controlCan require long fabrication and assembly time

  • 3© Martin Culpepper, All rights reserved

    Bolted joints: Their purposeBolted joints = connectors, impact many parts:

    Stiffness Vibration Damping Stability Load capacity

    Bolted joints are semi-permanent!Max benefit obtained when it is highly preloaded, i.e. near the yield pointThreads can plastically deform/work hardenSome elements of bolted joints are not reusable

    Bolted joints are used to create assemblies that resist:(i) Tensile loads (ii) Moments (iii) Shear loads

    Bolts are NOT meant to resist (i) – (iii)

  • Components

  • 5© Martin Culpepper, All rights reserved

    Anatomy of a bolted jointl

    Grip

    AtTensile stress area

    AdMajor diameter area

    ltThreaded length in grip

    ldUnthreaded length in grip

    dMajor diameter (unthreaded)

    l

    tw

    tw

    HBolt

    LT

    L

    t1

    t2

    HNut

    lt

    ld

    At

    Ad

  • 6© Martin Culpepper, All rights reserved

    Things to consider with the clamped member:

    1. Stone or lap the surface (increase stiffness)

    2. Remove burs (increase joint stiffness)

    3. Be sure flange surfaces are flat so bolt does not bend

    Joint components: Clamped member

  • 7© Martin Culpepper, All rights reserved

    Rolled Threads

    Cut Threads

    Head

    Shank

    Steel is most common

    Bolted joint components: BoltNEVER in shear or bending

    Stress concentrations at the root of the teethFatigue crack propagation!Exception: Shoulder bolts

    Keep threads clean & lubed to minimize losses

    ~50% power to bolt head friction

    ~40% power to thread friction

    ~10% power to deforming the bolt and flange

  • 8© Martin Culpepper, All rights reserved

    Bolted joint components: WashersPurpose of Washers:

    Spacer

    Distribute load in clamped member

    Reduce head-member wear

    Lower coefficient of friction/losses

    Lock bolt into the joint (lock washer)

    Increase preload resolution (wave washer)

  • 9© Martin Culpepper, All rights reserved

    Bolted Joint Components: Nut

    Threads do not distribute the load evenly:

    1. First thread has the shortest load path (stiffest)

    2. The pitch of the bolt threads and nut threads change as they are loaded

    What can be done to distribute the load better

    1. Use a softer nut material

    2. Use a bolt and nut that have different pitch values to begin with

    3. Use a special nut that lengthens the load path of the first thread

    Threads plastically deform Bolts are used once for precision applications

  • Stiffness

  • 11© Martin Culpepper, All rights reserved

    While preloading joint, are the flange & bolt “springs” in parallel or in series?

    Series: • Same Forces

    • Different Displacements (stretches) Parallel: • Same Displacements (stretches)

    • Different Forces

    FpreloadKflange

    = Flange Compression

    FpreloadKBolt

    = Bolt Stretch

    Preload

  • 12© Martin Culpepper, All rights reserved

    Preloaded joint modeled as series spring

    km kb

    Need to find equivalent bolt and member stiffness

  • 13© Martin Culpepper, All rights reserved

    Bolt stiffnessShoulder bolt/cap screw consists of two different parts

    ThreadedUnthreaded

    Each has differentCross sectional areaAxial stiffness

    The load passes through bothThey act in seriesThis is a series spring calculation

    dt

    dt

    dtb kk

    kkkk

    k+

    =⎟⎟⎠

    ⎞⎜⎜⎝

    ⎛+=

    −111

    d

    dd l

    EAk = kd

    *t

    tt

    A Ekl

    = kt

    The effective threaded grip length, lt*, used in the stiffness calc is the sum of the threaded grip length plus three threads

  • 14© Martin Culpepper, All rights reserved

    Member stiffnessPressure cone exists in the member materials and bolt head

    The clamping area at the member interfaces depends upon

    Washer diameter, dwHalf-apex angle, αBore clearance, dh

    Stiffness calculation by integration through the depth of the member

    )(zAEdzPd =δ

    ( ) ( )2 2

    tan2 2w hd dA z zπ α

    ⎡ ⎤⎛ ⎞= + −⎢ ⎥⎜ ⎟⎝ ⎠⎢ ⎥⎣ ⎦

    dw

    α25o-45o

    z

    ( )( )( )( )( )( )( )

    tan2 tan

    ln2 tan

    mw h w h

    w h w h

    Edk

    d d t d dd d t d d

    π ααα

    =⎡ ⎤− + +⎢ ⎥

    + + −⎢ ⎥⎣ ⎦

    dh

  • Loading

  • 16© Martin Culpepper, All rights reserved

    Tensile loads in bolted jointsFi

    Preload

    PExternal tensile load

    PbPortion of P taken by bolt

    PmPortion of P taken by members

    CFraction of P carried by bolt

    1-CFraction of P carried by members

    l

    tw

    tw

    HBolt

    LT

    L

    t1

    t2

    HNut

    lt

    ld

  • 17© Martin Culpepper, All rights reserved

    Forces in the bolt and the membersWhen loaded with a tensile force

    Most of the force is taken by the membersVery little (

  • 18© Martin Culpepper, All rights reserved

    Forces in the bolt and the membersSo how much does each see?

    Pm = Portion of P taken by membersPb = Portion of P taken by bolt

    What happens when joint separates?

    km kbm

    m

    b

    b

    kP

    kP

    ==δ

    bm PPP +=

    bb

    m b

    kP P P Ck k

    = =+

    ( )CPPm −= 1

    P,δHigh preload = High load capacity

    ( ) im FPCF −−= 1

    b b i

    m m i

    F P FF P F= +

    = −

    b iF CP F= +

  • 19© Martin Culpepper, All rights reserved

    Static load capacityTypically the bolt fails first, why?

    It is the least expensiveIt is the most easily replaced

    Proof load and stressSp = proof stress = Limiting value of σb (~ 0.85 σy)

    Load factor (like a factor of safety)n > 1 ensures σb < Sp

    How high should the pre-load be?Non-permanent: Some suggest 0.75 FpPermanent: Some suggest 0.90 Fp

    P

    PP

    P

    t

    i

    tb A

    FA

    CP+=σ

    pt

    i

    t

    SAF

    APnC

    =+

    PCFAS

    n itp−

    =

  • 20© Martin Culpepper, All rights reserved

    Shear resistanceWhen joint is in shear

    Friction between the members takes the load, not the boltCoefficient of friction and preload are the important propertiesDowel pins or shoulder bolts should be used to resist shear

    P

    PP

    Ps iP Fμ=

  • Torque,friction, preload

  • 22© Martin Culpepper, All rights reserved

    How to measureVia stretch = but impracticalVia strain = expensive built-in bolt sensorVia torque = not “ultra-repeatable” but easy and most often used

    Relationship between Torque and Stretch?

    How much do you torque the bolt when tightening?Too little = weak, compliant jointToo much = bolt may break or the joint may bulgeUsually torque the bolt until Proof Load is reached

    Continuous tightening is important: μs > μk

    Bolt torque and preload

    stretchfrictionTorque EEE +=

  • Best practices

  • 24© Martin Culpepper, All rights reserved

    D

    H >2DThreads should be at least 1.5 D deep for bolt to reliably hold a load

    Best practices

  • 25© Martin Culpepper, All rights reserved

    Gasket Roller Bearings

    Wave washers can reduce tightening sensitivity to achieve desired preload.

    Applications: Gasket / roller bearings

  • Exercise

  • 27© Martin Culpepper, All rights reserved

    Group exerciseThe tool holder stiffness is critical to lathe accuracy.

    Calculate the stiffness of the bolted joint between your tool holder and cross slide bearing.

    How does the relative stiffness of this compare with the stiffness of other parts in the load path?

    StructureBearingsRailsEtc…

  • 28© Martin Culpepper, All rights reserved

    Preventing Bolts from Coming Loose

    N

    F

    F = μ *Ns

    How do you prevent bolts from coming loose?

    1. Use the joint in a low vibration environment

    2. Use bolts with fine threads (small pitch)

    3. Use a large preload

    4. Use materials with high coefficients of friction

    5. Use Loctite on the threads

    6. Use an adhesive between the bolt head and flange

    7. Use lock washers

  • 29© Martin Culpepper, All rights reserved

    Applications: Bearing Rails

    CarriageRails

    L1.5 L

    Tighten bolts sequentially

  • 30© Martin Culpepper, All rights reserved

    Applications: Bearing RailsObjectives:

    • Maximize stiffness

    • Decrease manufacturing cost

    • Maximize accuracy

    Same stiffness

    Bolt spacing should be about 4x the bolt diameter

    Accuracy is maximized by overlapping strain cones. Therefore, the thicker the rail, the few bolts are necessary. But the rail becomes less stiff.

    Beware of bulging

    High manufacturing cost

    Bolted joint +’s and –’sBolted joints: Their purposeAnatomy of a bolted jointJoint components: Clamped memberBolted joint components: BoltBolted joint components: WashersPreloadPreloaded joint modeled as series springBolt stiffnessMember stiffnessTensile loads in bolted jointsForces in the bolt and the membersForces in the bolt and the membersStatic load capacityShear resistanceBolt torque and preloadBest practicesApplications: Gasket / roller bearingsGroup exercise