Analysis of Inflated Conical Cantilever Beams in Bending-Reference-Cited by-同舟云学术

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Analysis of Inflated Conical Cantilever Beams in Bending

Published:2005-04-18 Issue: Volume: Page:
ISSN:
Container-title:46th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
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Author:

Veldman Sebastiaan¹,Bergsma Otto¹

Affiliation:

1. Delft University of Technology

Publisher

American Institute of Aeronautics and Astronautics

Link

http://arc.aiaa.org/doi/pdf/10.2514/6.2005-1805

Reference19 articles.

1. 1Arbocz.J."Bucklingofconicalshellsunderaxialcompression"NASACR1162,1968.

2. 2Brush,D.O.,Almroth,B.O.Bucklingofbars,plates,andshells.McGraw-hill,NewYork,1975,pp.203.

3. 5Hausrath, A.H., Dittoe, F.A. "Development of design strength levels for the elastic stability of monocoque cones under axial compression,"In Collected papers on instabilityofshell structures, NASATN-D 1510 1962. pp45-56.

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1. Wrinkling Evolution of Long Inflated Truncated Cone Under Bending;Journal of Spacecraft and Rockets;2013-03

2. Research on Equivalent Bending Stiffness of Conical Inflated Beam;Applied Mechanics and Materials;2012-11

3. Material Selection and Joining Methods for a High-Altitude Inflatable Kite;50th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference;2009-05-04

4. Wrinkling prediction of cylindrical and conical inflated cantilever beams under torsion and bending;Thin-Walled Structures;2006-02

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