aae 450 spring 2008 molly kane february 14, 2008 structures group analysis of unpressurized external...

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AAE 450 Spring 2008 Molly Kane February 14, 2008 Structures Group Analysis of Unpressurized External Structure

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Page 1: AAE 450 Spring 2008 Molly Kane February 14, 2008 Structures Group Analysis of Unpressurized External Structure

AAE 450 Spring 2008

Molly KaneFebruary 14, 2008Structures Group

Analysis of Unpressurized External Structure

Page 2: AAE 450 Spring 2008 Molly Kane February 14, 2008 Structures Group Analysis of Unpressurized External Structure

AAE 450 Spring 2008

Unpressurized Conical Shells

Structures Group

Nose cone

Third Stage (Pressurized)

Skirt 2 (Unpressurized)

Second Stage (Pressurized)

Skirt 1 (Unpressurized)

Stage 1 (Pressurized)

Page 3: AAE 450 Spring 2008 Molly Kane February 14, 2008 Structures Group Analysis of Unpressurized External Structure

AAE 450 Spring 2008

Future Work Working with MAT data, affects of stringers and

support rings on critical values

Structures Group

0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.050

0.5

1

1.5

2

2.5

3

3.5

4

4.5x 10

8 Variations of Skin Thickness

Skin Thickness (m)

Crit

ical

Pre

ssur

e, P

cr (

Pa)

steel

titanium

aluminum

Page 4: AAE 450 Spring 2008 Molly Kane February 14, 2008 Structures Group Analysis of Unpressurized External Structure

AAE 450 Spring 2008

References Weingarten, V.I., Seide, P., Buckling of Thin-Walled

Truncated Cones – NASA Space Vehicle Design Criteria (Structures), National Aeronautics and Space Administration, September 1968.

Structures Group

Page 5: AAE 450 Spring 2008 Molly Kane February 14, 2008 Structures Group Analysis of Unpressurized External Structure

<#>

Critical Pressure – Axial Compression

Structures Group

2 2

2

2 cos

3(1 )cr

EtP

= correlation factor to account for difference between classical theory and predicted instability loads

E = Young’s modulus

α = semivertex angle of cone

ν = Poisson’s ratio

t = thickness

Slide by: Jessica Schoenbauer

Page 6: AAE 450 Spring 2008 Molly Kane February 14, 2008 Structures Group Analysis of Unpressurized External Structure

<#>

Critical Moment - Bending

Structures Group

2 21

2

cos

3(1 )cr

Et rM

= correlation factor to account for difference between classical theory and predicted instability loads

E = Young’s modulus

α = semivertex angle of cone

ν = Poisson’s ratio

t = thicknessr1 = radius of small end of cone

Slide by: Jessica Schoenbauer

Page 7: AAE 450 Spring 2008 Molly Kane February 14, 2008 Structures Group Analysis of Unpressurized External Structure

<#>

Uniform Hydrostatic Pressure

Pressure:

Structures Group

5

2

0.92cr

Ep

Lt

= correlation factor to account for difference between classical

theory and predicted instability loadsE = Young’s modulust = thicknessL = slant length of conet = thickness

1 2

2cos

r r

Slide by: Jessica Schoenbauer

Page 8: AAE 450 Spring 2008 Molly Kane February 14, 2008 Structures Group Analysis of Unpressurized External Structure

<#>

Torsion

Structures Group

1 53 2 4

252.8

12(1 )cr

Et t rT

l t

= correlation factor to account for difference between classical theory and predicted instability loads

E = Young’s modulus

ν = Poisson’s ratio

t = thicknessl = axial length of cone

t = thickness1 1

2 22 2 1

21 1 2

1 1cos 1 1 1

2 2

r r rr r

r r r

Slide by: Jessica Schoenbauer