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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 Design Spring 2009

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

2.72 Elements of

Mechanical Design

Lecture 09: Alignment

Schedule and reading assignment Quiz

� Thursday: Hale 6.1

� Soon: Bolted joint qualifying quiz

Topics � Lab notebooks � Alignment methods � Kinematic coupling grade bump = ½ grade for use/design

Reading assignment • Read: 8.2 • Examples: All in 8.2

© Martin Culpepper, All rights reserved 2

Lab notebooks Technical quality/quantity

� Appropriate equations, codes � Units � Important results highlighted/boxed/noted/explained

Graphical quality/quantity � Appropriate sketches/pictures

� Pasted CAD/etc…

Archival quality � Can this be copied?

� Understood by others?

Best practices � Dating and number of pages

� Permanent pen

� No blank spaces (X out)

© Martin Culpepper, All rights reserved 3

Ideal alignment interface Repeatable

Accuracy

Stiffness (sensitive?)

Load capacity

“Perfect” constraint

Lowest energy state

6 DOF

Metal molds

High natural frequency

© Martin Culpepper, All rights reserved 4

Common alignment methods

Elastic averagElastic averagiingng Compliant kinCompliant kineematicmatic QuasiQuasi--kinematickinematic Active kinematicActive kinematic Passive kinematicPassive kinematic

AccuracyAccuracy RepeatabilityRepeatability Accuracy & repeatabilityAccuracy & repeatability

Desired Position

Elastic BElastic B

Passive KCPassive KC Active KCActive KC

Elastic CElastic CElastic AElastic A

QuasiQuasi--KCKC

ErrorErrorErrorError

© Martin Culpepper, All rights reserved 5

Pin-hole

6 DOF

Metal molds

© Martin Culpepper, All rights reserved 6

3 – 2 – 1 Alignment schemes

© Martin Culpepper, All rights reserved 7

Exact constraint couplings Exact constraint (EC):

� Constraints = DOF to be constrained � Deterministic saves $ � Balls (inexpensive) & grooves (more difficult to make)

In KC design the issues are:� KNOW what is happening in the system (coupling) � MANAGE forces, deflections, stresses and friction

There are many types of EC couplings, our time limits us to a semi-focused study on kinematic couplings

Balls

Tetrahedral groove

Maxwell V groove Kelvin

© Martin Culpepper, All rights reserved 8

Passive kinematic couplings Fabricate and forget

¼ micrometer with best practices, 10s of nm recently

What is important?� Contact forces � Contact stress � Stiffness vs. geometry � Stiffness vs. preload � Friction & settling � Thermal loading � Preload repeatability

Preload (nesting load) is the force applied to keep the coupling components engaged and prevent tipping

Preload

© Martin Culpepper, All rights reserved 9

Ball motions: Displacements

iABall

iABall ee

n iABalln n

ER

F _

_

31

2

2

__ ˆ 16

9 ⋅

⎟⎟⎟

⎜⎜⎜

⋅ ⋅−=Σδ

v iBBall

iBBall ee

n iBBalln n

ER

F _

_

31

2

2

__ ˆ 16

9 ⋅

⎟⎟⎟

⎜⎜⎜

⋅ ⋅−=Σδ

v

Hertz 1857-1894 vvv

ΣδBall _ i = δBall _ iA +δBall _ iB

This assumes that the ball-ball stiffness is > ~10x ball-groove stiffness

Ball far-field point

B1

B3

B2

A B

iABall _ δ v

iBBall _ δ v

iBall _ δ v

Groove far-field points© Martin Culpepper, All rights reserved 10

Load balance: Force and moment Preload

Force balance (3 equations)Error

Contact

ΣF v

relative = 0 = ( preloadFv

+ ErrorFv )+ (

Moment balance (3 equations) M r

relative = ( iBalli M _ 1 6

r = )Σ + ( preloadM

r )+ ( errorM r )= ( preloadpreload Fr

vv × + Errorerror Fr vv × )+ Σ iBalliBall Fr __

vv ×

Goal: 1. Solve 6 equations for contact forces 2. Solve normal displacements 3. Solve relative displacements/rotations

Ball far-field point

Given geometry, materials,preload force, error force,solve for local distance of approach

A B

Groove far-field points

)6_5_4_3_2_1_ BallBallBallBallBallBall FFFFFF vvvvvv

+++++

© Martin Culpepper, All rights reserved 11

Modeling round interfaces Equivalent radius 1R = e 1 1 1 1

+ + +R1major R1min or R2major R2min or

Equivalent modulus 1Ee = 2 2 Poisson’s ratio1−η1 1−η2+

E1 E2

Young’s modulus

1

⎛ 9 F 2 ⎞ 3nδ = ⎜ ⋅ ⎟ n ⎜

⎝16 Re ⋅Ee 2 ⎟⎠

Important scaling law

Scaling with Mat’l properties and geometry

Contact stiffness

0

05

10

20

30

0 250 500 750 1000 Fn [N]

k [N

/mic

ron]

Preload should be repeatable in magnitude & direction

Degree of nonlinearity is reduced as preload is increased

3 ⋅E 3 3k δ = 2 ⋅R ⋅E ⋅δ( ) ( 0.5 ) 0.5 k ( )F = Constant ⋅ (R 1 2 )⋅F

1

n n e e n n n e e n

© Martin Culpepper, All rights reserved 12

Friction and lubrication The trend of

the data is important

Wear in vs. “snow balling”

Magnitude depends on coupling design and test conditions

Slocum, A. H., Precision Engineering, 1988: Kinematic couplings for precision fixturing– Experimental determination of repeatability and stiffness

Number of Trials

Radial Repeatability (Unlubricated) 2

0 D

ispl

acem

ent, μm

Radial Repeatability (Lubricated)

Dis

plac

emen

t, μm

2

0 Number of Trials

© Martin Culpepper, All rights reserved Courtesy of Elsevier, Inc., http://www.sciencedirect.com. Used with permission.

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