Choosing a Geometry for a Given Application Material Selection - - PowerPoint PPT Presentation

choosing a geometry for a given application
SMART_READER_LITE
LIVE PREVIEW

Choosing a Geometry for a Given Application Material Selection - - PowerPoint PPT Presentation

Choosing a Geometry for a Given Application Material Selection Selection of Materials and Structures Bristol F.2b Air Tractor AT-802A Photo by Alan Wilson CC BY-SA 2.0 Piper Super Cub Photo by flightlog CC BY 2.0 Photo by Ad Meskens CC BY-SA


slide-1
SLIDE 1

Choosing a Geometry for a Given Application

Material Selection

Selection of Materials and Structures

slide-2
SLIDE 2

Photo by Ad Meskens CC BY-SA 3.0 Photo by flightlog CC BY 2.0 Photo by Alan Wilson CC BY-SA 2.0

Bristol F.2b Air Tractor AT-802A Piper Super Cub

slide-3
SLIDE 3

Deflection of a cantilever beam

3

3 PL EI δ =

P

δ

L

slide-4
SLIDE 4

Geometric variables

3

3 PL EI δ =

Beam length Moment of inertia

  • f beam section

(fixed by overall geometry of bike frame)

What geometric properties appear in our characteristic equation?

slide-5
SLIDE 5

What is the moment of inertia?

Beam cross-section

y Axis of bending (neutral axis)

P

x y x

A1 y1 2 1 n i i i

I A y

=

=∑

2 A

y dA = ∫

A2 y2 An

slide-6
SLIDE 6

Moment of inertia of common cross-sections

3

1 12 I bh =

4

64 d I π =

3

8 td I π =

slide-7
SLIDE 7

Solid square cross-section

24 mm 24 mm

( )( )

3 3

1 1 24 24 12 12 I bh mm mm = =

□ 4 4

2.76 10 mm = ×

slide-8
SLIDE 8

Solid circular cross-section

4 4

2.76 10 mm = ×

d

We want to a circular cross section with an equivalent bending stiffness

4

64 d I π =

Equate to moment of inertia for square section

4 4 4 64 2.76 10

d mm π = × 27.4mm =

slide-9
SLIDE 9

Comparing area/weight

24 mm 24 mm 27.4 mm

( )

2 2

24 576 A mm mm = =

( )

2 2

27.4 589 4 A mm mm π = =

589 1.023 576 A A = =

○ □

Area, and thus weight, of circular cross section is 2.3% larger than the square section

slide-10
SLIDE 10

Comparing area/weight

Neutral axis

Circular section has more area closer to the neutral axis, thus needs a larger diameter to have the same stiffness as the square Moment of inertia is larger for area located further from the neutral axis

slide-11
SLIDE 11

Thin-walled circular cross-section (t = 10% d)

4 4

2.76 10 mm = ×

d

We want to a thin-walled circular cross section with an equivalent bending stiffness

3

8 td I π =

Equate to moment of inertia for square section

4 4 4

8 2.76 10 0.1 d mm π = × 29.0mm =

t = 0.1d

slide-12
SLIDE 12

Comparing area/weight

24 mm 24 mm

( )

2 2

24 576 A mm mm = =

( )( )

2

29 2.9 264 A mm mm mm π = =

264 0.46 576 A A = =

○ □

Area, and thus weight, of thin walled tube is 46% of the solid square section

t = 2.9 mm 29 mm

slide-13
SLIDE 13

Comparison for equal bending stiffness

t = 2.9 mm 29 mm 24 mm 24 mm 27.4 mm t = 1.7 mm 34.4 mm

Weight = 100% 102% 46% 32%

slide-14
SLIDE 14

Examples of bike frames

slide-15
SLIDE 15

Bending deflection

3

3 PL EI δ =

Is there more than geometry?

Moment of inertia

  • f beam section

Material stiffness

200 72

steel Al

E GPa E GPa ≈ ≈