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Phase II Final Report - NASA's Institute for Advanced Concepts

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Chapter 3.0 Vehicle Design<br />

3.2 Wing Motion and Structure Analysis<br />

Table 3-4: Wing Geometry and Mass<br />

Thickness (m)<br />

(Root to Tip) 0.026 to 0.026 0.024 to 0.005 0.019 to 0.019 0.0165 to 0.005<br />

Interior Ellipse as a<br />

Percent of Outer<br />

Wing Dimensions<br />

Solid: a = 0%,<br />

b = 0%<br />

Solid: a - 0%,<br />

b = 0%<br />

a = 90%<br />

b = 80%<br />

a = 95%<br />

b = 85%<br />

Total Wing Section<br />

Mass (kg) 2.46 1.52 0.51 0.214<br />

Maximum Tip<br />

Deflection (m) 0.015 0.015 0.015 0.015<br />

The tapering of the wing also had an effect but it wasn't as dramatic. The maximum loading<br />

point on the wing, used to generate the results given above, occurs when the wing is at its maximum<br />

downward position. In this position the wing sees both a maximum acceleration load as<br />

well as the gravitational load both working in the downward direction. This maximum loading<br />

profile along the wing is shown in Figure 3-18 <strong>for</strong> the base flight conditions given in Table 3-3<br />

and the hollow tapered wing geometry shown in Table 3-4. The radial loading profile is shown<br />

in Figure 3-19. Structurally the radial loading is not significant and does not affect the wing<br />

structural design. The structural geometry will not effect the maximum loading point <strong>for</strong> the<br />

wing. It will however have an effect on the absolute value of the loading experienced. There<strong>for</strong>e<br />

the loading profile and point of maximum loading will be consistent <strong>for</strong> each structural geometry<br />

considered.<br />

The hollow tapered geometry produced the lightest wing <strong>for</strong> a given amount of deflection. Based<br />

on these results this geometry configuration will be the baseline geometry <strong>for</strong> the wing. This<br />

baseline, as listed in Table 3-4, consists of a wing taper from 0.0165 m at the root to 0.005 m at<br />

the tip and an inner ellipse length “a” equal to 95% and thickness “b” equal to 85% of the outer<br />

ellipse dimensions respectively. For this hollow tapered geometry, the loading profile along the<br />

wing length is shown in Figure 3-20. Also shown in this figure are the subsequent shear loading<br />

and bending moment curves <strong>for</strong> this wing geometry.<br />

Variations in the wing structural geometry from the baseline values were also examined. This<br />

was done to determine what effect each of the parameters had on the wing mass and tip deflection.<br />

The results of these variations are shown in Figures 3-21 through 3-24. Figures 3-21 and 3-<br />

22 show the effect changing the dimensions of the hollow elliptical core of the wing has on the<br />

wing section mass and wing tip deflection. As the hollow core dimensions are increased the<br />

wing section mass decreases linearly with both dimensions (a and b) as should be expected. The<br />

tip deflection is greatly effected by variations in the thickness (b) of the core ellipse. This is<br />

because the moment of inertia <strong>for</strong> the wing is greatly dependent on the ellipse thickness. From<br />

this curve it can be seen that a minimum tip deflection occurs at a hollow core thickness of<br />

approximately 85% of the overall wing thickness. This is consistent with the design point that<br />

was chosen.<br />

59

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