Technical Papers
Jun 19, 2015

Effect of Entrapped Air on Solitary Wave Forces on a Coastal Bridge Deck with Girders

Publication: Journal of Bridge Engineering
Volume 21, Issue 2

Abstract

Recent tsunami and hurricane-caused destruction, and the possibility of both tsunami inundation and storms of even greater magnitude and frequency making landfall in the future, has focused attention on the vulnerability of coastal structures, and bridges in particular. Findings from a series of experiments measuring forces on a 1:35 scale bridge model impacted by a solitary wave with varying percentages of air relief openings (AROs) between girders are presented here. A range of water depths, wave amplitudes, and elevations of the model above the still-water level (SWL) are considered. Results show significant reduction of vertical uplift forces when AROs are added to the bridge model, particularly when the girders are fully elevated above the SWL or only slightly submerged, but relatively little effect on horizontal forces in the direction of wave propagation is observed. Buoyancy calculations show added hydrostatic force does not alone contribute to uplift forces, but rather a combination of hydrostatic force, wave impact force, and deformation of the wave must all be considered.

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Acknowledgments

This work is partially funded by the State of Hawaii’s Department of Transportation (HDOT) and the Federal Highway Administration through the HDOT Research Branch, Grant Nos. DOT-08-004 and TA 2009-1R. This funding to support research on tsunami-generated and hurricane-generated wave loads on coastal bridges is gratefully acknowledged. Any findings and opinions contained in this paper are those of the authors and do not necessarily reflect the opinions of the funding agencies.

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Information & Authors

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 21Issue 2February 2016

History

Received: Jun 16, 2014
Accepted: Mar 31, 2015
Published online: Jun 19, 2015
Discussion open until: Nov 19, 2015
Published in print: Feb 1, 2016

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Authors

Affiliations

Betsy R. Seiffert, Ph.D. [email protected]
Researcher, Institut de Recherche Technologique Jules Verne, Bouguenais, France; Ecole Centrale Nantes, LHEEA Lab. (ECN/CNRS), Nantes, France. E-mail: [email protected]
R. Cengiz Ertekin, Ph.D., M.ASCE [email protected]
Professor, Hydromechanics and Ocean Engineering Dept. of Ocean and Resources Engineering, Univ. of Hawaii at Manoa, 2540 Dole St., Holmes Hall 402, Honolulu, HI 96822 (corresponding author). E-mail: [email protected]
Ian N. Robertson, Ph.D., M.ASCE [email protected]
Professor, Structural Engineering, Dept. of Civil and Environmental Engineering, Univ. of Hawaii at Manoa, 2540 Dole St., Holmes Hall 381, Honolulu, HI 96822. E-mail: [email protected]

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