TECHNICAL PAPERS
Apr 15, 2004

Finite Element Analysis Simulation of Airport Approach Lighting Towers

Publication: Journal of Structural Engineering
Volume 130, Issue 5

Abstract

Analysis of the frangibility of airport approach lighting towers using both full-scale impact tests and computer simulation were performed to develop a better understanding of the buckling and failure mode of the tower when struck by a representative aircraft. These data were necessary for the development of simplified requirements and test methods for the design of frangible structures that minimize the impact hazard to aircraft. This paper describes the model developed to simulate the impact properties of the tower using the LS-DYNA finite element analysis software. Three different velocities, 50, 80, and 140 km/h were used in combination with two different orientations of the tower to simulate impact at the apex and on the side of the triangular cross section tower. The results obtained using this simulation were compared to the experimental results from full-scale tests. In addition, the tower dynamic behavior was compared to the high-speed video imagery to confirm failure mode predictions.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 130Issue 5May 2004
Pages: 805 - 811

History

Received: Dec 2, 2002
Accepted: Jun 2, 2003
Published online: Apr 15, 2004
Published in print: May 2004

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Authors

Affiliations

D. G. Zimcik
Group Leader, Institute for Aerospace Research, National Research Council Canada, 1200 Montreal Rd., Ottawa ON, Canada K1A 0R6.
M. Nejad Ensan
Research Associate, Institute for Aerospace Research, National Research Council Canada, 1200 Montreal Rd., Ottawa ON, Canada K1A 0R6.
S. T. Jenq
Professor, Institute of Aeronautics and Astronautics, National Cheng Kung Univ., 1 University Rd., Tainan 701, Taiwan, ROC.
M. C. Chao
PhD Student, Institute of Aeronautics and Astronautics, National Cheng Kung Univ., 1 University Rd., Tainan 701, Taiwan, ROC.

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