Research on Equivalent Bending Stiffness of Conical Inflated Beam

Author:

Tan Hui Feng1,Du Zhen Yong1

Affiliation:

1. Harbin Institute of Technology

Abstract

The conical inflated beams have steady bending stiffness before wrinkles appear according to experimental load-deflection curve, then the deflection distribute function is derived based on the differential function of deflection with variable bending stiffness. The equivalent bending stiffness is presented while the conical inflated beam equates to cylindrical inflated beam, according to the deflection formula of beam, the model of equivalent bending stiffness of conical inflated beams is obtained. Comparing the equivalent bending stiffness of conical inflated beams between theoretical model and Experiment results, it is found that they agree with each other well.

Publisher

Trans Tech Publications, Ltd.

Reference12 articles.

1. S. L. Veldman. Load analysis of inflatable truncated cones. AIAA Conference (2003).

2. J. Arbocz. Buckling of conical shells under axial compression. NASA CR 1162 (1968).

3. M. Esslinger, B. Geier. Buckling and post-buckling behaviour of conical shells subjected to axisymmetric loading and of cylinders subjected to bending. In: Koiter WT, Mikhailov GK, editors. Theory of shells. Amsterdam: North-Holland (1980).

4. A. Spagnoli, M. K. Chryssanthopoulos. Buckling design of stringer-stiffened conical shells in compression. Journal of Structural Engineering. Vol. 125 (1999), pp.40-48.

5. S. L Veldman, O.K. Bergsma. Analysis of inflated conical cantilever beams in bending. AIAA Conference (2005).

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