» » Analytic Expression of the Buckling Loads for Stiffened Plates with Bulb-Flat Flanges

Download Analytic Expression of the Buckling Loads for Stiffened Plates with Bulb-Flat Flanges fb2

by Archie Wilmer III.
Download Analytic Expression of the Buckling Loads for Stiffened Plates with Bulb-Flat Flanges fb2
  • Author:
    Archie Wilmer III.
  • ISBN:
    1423501039
  • ISBN13:
    978-1423501039
  • Genre:
  • Publisher:
    Storming Media (2003)
  • Language:
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    1958 kb
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    4.4
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This is a NAVAL POSTGRADUATE SCHOOL MONTEREY CA DEPT OF MATHEMATICS report procured by the Pentagon and made available for public release. It has been reproduced in the best form available to the Pentagon. It is not spiral-bound, but rather assembled with Velobinding in a soft, white linen cover. The Storming Media report number is A195714. The abstract provided by the Pentagon follows: The subject of this research is the buckling behavior of a simply supported rectangular plate, with a bulb-flat stiffener attached to one side of the plate The plate structure is subjected to axial compression that increases to the buckling load, The stiffener cross-section has a thin web and a bulb-flat flange that extends to one side of the web, Results of the investigation include planar property formulas% for the asymmetric flange geometry, an analytic expression for the Saint Venant torsional constant of the flange cross-section, and an analytic expression for the buckling load corresponding to a tripping mode of the structure, The torsional constant for the bulb-flat stiffener is 15% - 23% higher than understood previously, The analytic expression for the buckling load of the bulb-flat stiffened plates considered in this investigation yields values that are 2% - 6% higher than finite element results, It is also shown that the buckling load of a plate with a bulb-flat stiffener is 3% - 4% less than that of a plate with a T-flange stiffener with the same cross- sectional area, At the onset of stiffener tripping, the torsionally superior bulb-flat tends to bend laterally, while the flexurally superior T-flange tends to twist.