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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.

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

Fpreload

Kflange= Flange Compression

Fpreload

KBolt= 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, dw

Half-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 (<15%) of the force is taken by the boltFor most, this is counter intuitive….

P

PP

Pkm kb

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 Fp

Permanent: 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