Full-Scale Experimental Study of Impact Demands Resulting from High Mass, Low Velocity Debris
Publication: Journal of Structural Engineering
Volume 140, Issue 5
Abstract
Tsunamis can generate a considerable amount of flow velocity on land. The associated hydrodynamic effects coupled with the plethora of unrestrained objects and frangible structures produce significant debris that can travel similar velocities as the flow. Design of structures to resist the tsunami-driven debris requires a conservative estimation of the forces generated at impact. To quantify the forces generated, an experimental study was conducted on a full-scale wood utility pole, steel tube, and ISO shipping container subjected to in-air axial impacts. The impact force is found to vary linearly with the impact velocity and the impact duration remains constant for elastic response of the debris. For inelastic axial impact of the debris, the duration of the impact event increases and the impact force demands reach a limit. The results are compared with a simplified method, which is found to provide an accurate estimate of the impact demands. The model presented in this paper is developed for use in design guidelines to define debris impact forces and durations for design.
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Acknowledgments
This material is based on work supported by the National Science Foundation under Grant No. CMMI-1041666. The authors would like to thank Research Experiences for Undergraduates students Andrew Lopes and Kristen Peterson for their assistance with the experimental and analytical program; they were supported by grant EEC-1005054.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 140 • Issue 5 • May 2014
Copyright
© 2014 American Society of Civil Engineers.
History
Received: May 15, 2013
Accepted: Sep 11, 2013
Published online: Feb 6, 2014
Published in print: May 1, 2014
Discussion open until: Jul 6, 2014
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