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Rigid Body Analysis in a Plane: The Most ... - MAELabs UCSD

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Translation<br />

<strong>Rigid</strong> <strong>Body</strong> <strong>Analysis</strong> <strong>in</strong> a <strong>Plane</strong>: <strong>The</strong> <strong>Most</strong> Common Mach<strong>in</strong>e Design <strong>Analysis</strong><br />

General Case: Dynamic Translation and Rotation Special Case 1: Quasi-Static Translation and Rotation<br />

Key Assumption: Accelerations are low enough to be neglected, and thus<br />

a r and θ & are negligible.<br />

y<br />

F1<br />

Translation is evaluated at the<br />

Center of Mass (CM)<br />

Vector Notation<br />

r r<br />

ΣF<br />

= ma<br />

CM<br />

Scalar Notation <strong>in</strong> x and y<br />

ma ΣF =<br />

x<br />

ma ΣF =<br />

y<br />

CM, x<br />

CM, y<br />

x<br />

F2<br />

F3<br />

M<br />

Center of Mass (CM)<br />

Govern<strong>in</strong>g Equations Govern<strong>in</strong>g Equations<br />

Rotation<br />

Translation<br />

Rotation<br />

<strong>The</strong> moments are calculated at<br />

the CM<br />

ΣMCM = ICMθ&<br />

&<br />

<strong>The</strong> ΣM <strong>in</strong>cludes moments from<br />

all forces and also applied pure<br />

moments.<br />

Comments: This is the general case, thus these equations are<br />

always valid for rigid body analysis <strong>in</strong> a plane. In many cases,<br />

assumptions can be made that simplify the above equations. But it<br />

never hurts to use these equations to double check special case<br />

analysis.<br />

y<br />

F1<br />

Vector Notation<br />

r<br />

ΣF ≈ 0<br />

Scalar Notation<br />

ΣFx ≈ 0<br />

ΣFy ≈ 0<br />

x<br />

F2<br />

F3<br />

M<br />

A<br />

Arbitrary Po<strong>in</strong>t<br />

on <strong>Rigid</strong> <strong>Body</strong><br />

<strong>The</strong> moments can be calculated<br />

about any po<strong>in</strong>t.<br />

ΣM A ≈<br />

0<br />

<strong>The</strong> po<strong>in</strong>t “A” is any po<strong>in</strong>t on the rigid<br />

body. S<strong>in</strong>ce dynamic forces are<br />

negligible, the Center of Mass does<br />

not enter the govern<strong>in</strong>g equations.<br />

<strong>The</strong> proof of this is left as an exercise<br />

for the reader.<br />

Comments: This analysis is similar to static analysis, but can be<br />

applied to mov<strong>in</strong>g parts. Quasi-static motion applies to any case<br />

where accelerations are low. This can be impend<strong>in</strong>g motion where<br />

motion is slowly beg<strong>in</strong>n<strong>in</strong>g to occur or constant velocity motion.<br />

However, it does not apply to motion with frequent starts and<br />

stops, s<strong>in</strong>ce accelerations can be high. Inequalities can be used to<br />

evaluate whether impend<strong>in</strong>g motion will occur; for example, if<br />

ΣFx>0 horizontal motion will occur.


Special Case 2: Dynamic Rotation about a Pivot Special Case 3: Quasi-Static Rotation about a Pivot<br />

Key Assumption: Accelerations are low enough to be neglected, and thus<br />

a r and θ & are negligible.<br />

y<br />

F1<br />

x<br />

Rotation θ<br />

F2<br />

P (pivot)<br />

F3<br />

M<br />

Govern<strong>in</strong>g Equations<br />

<strong>The</strong> moments and <strong>in</strong>ertia are calculated about the pivot<br />

= I &θ<br />

&<br />

ΣM P P<br />

ΙP = Moment of Inertia about pivot po<strong>in</strong>t P.<br />

Comments:<br />

• <strong>The</strong> direction of positive rotation is shown as counterclockwise<br />

to be consistent with the right-hand rule.<br />

• <strong>The</strong> moment of <strong>in</strong>ertia of a mach<strong>in</strong>e element can be difficult to<br />

calculated, but often can be estimated by summ<strong>in</strong>g key<br />

masses on the object multiplied by the distance to the pivot<br />

squared.<br />

y<br />

F1<br />

x<br />

Rotation θ<br />

F2<br />

P (pivot)<br />

F3<br />

M<br />

Govern<strong>in</strong>g Equations<br />

<strong>The</strong> moments are calculated about the pivot<br />

ΣM P ≈ 0<br />

Comments:<br />

• Impend<strong>in</strong>g motion can be calculated with an <strong>in</strong>equality, for<br />

example ΣMP>0 <strong>in</strong>dicates that counterclockwise motion will<br />

occur.<br />

• Special case 3 is a subset of special case 1. <strong>The</strong> force balance<br />

equation are still valid, and can be used to calculate the<br />

reaction forces at the pivot.

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