Failure Analysis of Composite Thin Walled Multi-Cell Closed Cross Section Beams with Multi-Tapered Configuration

Author:

Ahmed Sohail1,Ayub Sanam2

Affiliation:

1. National University of Science and Technology

2. Riphah International University

Abstract

This paper explicitly highlights the failure analysis and study of thin walled composite beams (multi-cell and multi-tapered) in cantilever configurations when subjected to constrained torsional load, using MSC Patran / Nastran finite element package. Initially, the verification of the model was done with the analytical results in order to ensure the model accuracy. All the multi-tapered beams under examination are composed of closed section and three cell configuration with twisting moment applied at the free end. There is a vivid description of all the effects of different composite material and various stacking sequences on the margin of safety and failure loads. This paper also verifies the influence of various geometrical configurations (Beam lengths, tapered angles and point of variation of tapered angles) of beams on the failure loads. This paper would help in the wing design phase of modern agile and high speed aircraft in which multi-cell closed cross section beams are integral part.

Publisher

Trans Tech Publications, Ltd.

Reference13 articles.

1. Von Karman T, Christensen NB. Methods of analysis for torsion with variable twist. J Aeronaut Sci, 11, 110–24, (1944).

2. Fine M, Williams D. Effect of end constraint on thin-walled cylinders subject to torque, Aeronautical Research Council, Report No. 2223, May (1945).

3. Benscoter SU. A theory of torsion bending for multi-cell beams. J Appl Mech, 20, 25–34, (1954).

4. Waldron P. Sectorial properties of straight thin-walled beams. Comput Struct, 24(1), 147–156, (1986).

5. Loughlan J, Ata M. The constrained torsional characteristics of some carbon fibre composite box beams. Thin-Walled Struct, 28(3-4), 233–252, (1997).

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