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First published online December 10, 2003
Journal of Experimental Biology 207, 285-293 (2004)
Published by The Company of Biologists 2004
doi: 10.1242/jeb.00746
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Are melanized feather barbs stronger?

Michael Butler and Amy S. Johnson*

Biology Department, 6500 College Station, Bowdoin College, Brunswick, ME 04011, USA



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Fig. 1. An SEM photograph of the cross-section of one feather barb included in this study (fractional distance=0.63). Barb sections are typically rectangular to oval, almost always with the dorso-ventral axis (up-down in this photograph) longer and thicker walled than the lateral axis (right-left in this photograph). Scale bar, 30 µm.

 


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Fig. 2. An example of a force-extension curve of a feather barb extended at 8 mm min-1 until breakage. Data points were initially sampled at 100 Hz, but data points shown were resampled at 10 Hz for presentation. Mean values for mechanical variables are given in Table 1.

 


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Fig. 3. Mean breaking force (A) and mean cross-sectional area (B) of unmelanized (open circles) and melanized (closed circles) bands of barbs as a function of mean fractional distance along the feather, where `0' represents the proximal end and `1' represents the distal end of the feather. Breaking force and cross-sectional area differed significantly between bands (ANOVA, P<0.001). Mean values for bands sharing the same letter were not significantly different (a posteriori; P>0.05); mean values for all other bands were significantly different.

 


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Fig. 4. Breaking stress ({sigma}brk) as a function of fractional distance (d) along the feather, where `0' represents the proximal end and `1' represents the distal end of the feather. There were no significant differences in slope (ANCOVA; P2,153=0.17) or intercept (P2,153=0.09) between barb colors (overall equation: {sigma}brk=-79d+320, r2=0.09, P1,154<0.001 that the overall slope is zero).

 


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Fig. 5. Power fit of breaking stress ({sigma}brk) as a function of breaking strain ({epsilon}brk) of the unmelanized (open circles) and melanized (closed circles) barbs. There were no significant differences in slope (ANCOVA; P2,153=0.42) or intercept (P2,153=0.74) between barb colors for the log-transformed data (overall equation: {sigma}brk=1600{epsilon}brk0.62, r2=0.66, P1,154<0.001 that the overall slope is zero).

 


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Fig. 6. Toughness (T) as a function of fractional distance (d) along the feather, where `0' represents the proximal end and `1' represents the distal end of the feather. There were no significant differences in slope (P2,153=0.76) or intercept (P2,153=0.22) between barb colors (overall equation: T=-10d+15, r2=0.19, P1,154<0.001 that the overall slope is zero).

 


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Fig. 7. Breaking strain ({epsilon}brk) as a function of fractional distance (d) along the feather, where `0' represents the proximal end and `1' represents the distal end of the feather. There were no significant differences in slope (P2,153=0.78) or intercept (P2,153=0.52) for each barb color (overall equation: {epsilon}brk=-0.036d+0.079, r2=0.19, P1,154<0.001 that the overall slope is zero).

 


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Fig. 8. The relative curvature of a bent beam at failure as a function of the slenderness of the beam. The relative curvature is given by the radius of curvature at failure ({rho} evaluated as in Equation 4) divided by the length of the beam (L) plotted against the length divided by the height of the beam (L/h). Averages (dots) and ranges of values (horizontal lines) shown are for the osprey feather tested in the current experiment. Barbs deform much more relative to their length before failing by buckling than does the rachis of a feather. Thus, barbs avoid failure by bending, whereas the rachis avoids failure by depending more on structural and material strength.

 





© The Company of Biologists Ltd 2004