Rear spar for control surface hinges Styrene foam wing core Balsa spars carry bending load 0.25 in x...

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Rear spar for control surface hinge tyrene foam wing core Balsa spars carry bending load 0.25 in x 0.25 in T.E. Reinforcement Materials Employed: •Balsa: Light weight & Strong; Horizontal-Tail •Styrene Foam: Easily Workable;True airfoil shape •Composites: Fiber Glass Pods and hollow Carbon Fiber Booms •Assumptions: Load Carrying ability. Structures
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Transcript of Rear spar for control surface hinges Styrene foam wing core Balsa spars carry bending load 0.25 in x...

Rear spar for control surface hingesStyrene foam wing core

Balsa spars carry bending load 0.25 in x 0.25 in

T.E. Reinforcement

Materials Employed:

•Balsa: Light weight & Strong; Horizontal-Tail•Styrene Foam: Easily Workable;True airfoil shape•Composites: Fiber Glass Pods and hollow Carbon Fiber Booms•Assumptions: Load Carrying ability.

Structures

Mathematical Model

Assumptions:•Wing and Weight loading•Method of Analysis (Theoretical Model)•Safety Factor = 2.5g x 1.5

Wing

P

Boom

Horizontal Tail

Bending Moments

Max Moment = 41.71 lbf/ft

Stress in the Wing

Sigmamax = 2003 psi

Sigmacritical = 1725 psi (Actual Test Result; Whiskey Tango Team, Spring 1999)

Reasons: Light Weight Structure (not Bulky) Safety Factor (worst case scenario) Wing Test Results

I

yMmaxmax

1.5ft

P

Horizontal Tail & Boom Horizontal Tail:Max Stress = 850psiSpar Sizes = 1/8 in x 1/16in

Booms:Max deflection = 0.24 inSF = 2.5g’s x 1.5 Assuming Young Modulus (E)

for aCarbon Epoxy matrix.Testing needed to verify result.

Moment Equations

2''

2'

22

LWLLxWL

xWLM o

oo

)( axPM

xLPM

Wing:

Horizontal Tail:

Boom:

12

.22

2''2' LWLLxWLxWLM ooo

Deflection Equations

4

.6

.24

)(22'3'4' xLWLxWLxWL

xEIv ooo

Lxafor

axPaxEIv

axforaxPx

xEIv

..6

3)(

0.6

3)(

2

2

6

)3()(

2 xLPxxEIv

241224

)(22'3'4' xLWLLxWLxWL

xEIv ooo

Wing:

Horizontal Tail:

Boom:

Deflection of Wing

Moment & Deflection of Horizontal Tail

Moment & Deflection of Horizontal Tail

Moment & Deflection of Boom

Moment & Deflection of Boom

Structural Materials: Wing

Balsa•Light weight/very strong in compression and tension with the grain•Density = 11lb/ft3

•E= 625 ksi•Yield Stress = 1725 psi

Styrene Foam•Easily worked with hotwire or cutting tools•Gives true airfoil shape •Works well in compression when load is well distributed-serves as shear member•Not strong enough for bending loads•Density = 1.42 lb/ft3

Fiberglass

•Good for complex shapes

•Strong

•Skills needed

•3 layers of 1.5 oz cloth with resin = 9 oz/sq. yd.

Carbon Fiber

•Booms

•Light weight & Strong

Structural Materials:

Fuselage and Pods

Geometry and Configuration

Wing:•Sref = 13.5 sq.ft.•Span = 11 ft.•Aspect Ratio = 9•Taper Ratio = 0.6 tip section•Airfoil: S1220

Horizontal Stabilizer:•Area = 2.1 sq ft.•Span = 3.0 ft.

Vertical Stabilizer:•Total Area: 2.0 sq.ft.

11.1’

5.8’

Boiler Xpress