aae 450 spring 2008 molly kane february 14, 2008 structures group analysis of unpressurized external...
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AAE 450 Spring 2008
Molly KaneFebruary 14, 2008Structures 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)
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
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
<#>
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
<#>
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
<#>
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
<#>
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