Technical Papers
Feb 12, 2019

Influence of Impact-Induced Relative Motion on Effective Barge Flotilla Mass

Publication: Journal of Bridge Engineering
Volume 24, Issue 4

Abstract

Impact-induced loads associated with barge-to-bridge collisions frequently control the design of bridges spanning navigable waterways. To design for such loads, widely used bridge design standards use an approach in which impact loads are computed from the kinetic energy of either a single impacting barge or a multibarge flotilla. Within a flotilla, individual barges are arranged into columns and rows and are connected together with lashing elements, such as wire-rope cables. During impact these lashings elongate and may rupture, influencing the degree of overall flotilla mass that contributes to impact force generation. In this study, finite-element impact simulations are used to investigate lashing deformation and relative sliding between barge columns during flotilla impacts with bridge piers. After analytically quantifying the fraction of overall vessel mass, which contributes to impact load generation, an “effective flotilla mass” is formulated for use in bridge design. Importantly, the majority of impact simulation results indicate that the effective flotilla mass is nearly equal to total flotilla mass rather than the impacting-column mass presently assumed by bridge design standards.

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References

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Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 24Issue 4April 2019

History

Received: Jun 8, 2018
Accepted: Oct 1, 2018
Published online: Feb 12, 2019
Published in print: Apr 1, 2019
Discussion open until: Jul 12, 2019

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Authors

Affiliations

George C. Kantrales, Ph.D., A.M.ASCE
Senior Associate Engineer, Protection Engineering Consultants, Austin, TX 78737; formerly, Doctoral Research Assistant, Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL 32611.
Michael T. Davidson, Ph.D. [email protected]
P.E.
Associate Director, Dept. of Civil and Coastal Engineering, Bridge Software Institute, Univ. of Florida, P.O. 116580, Gainesville, FL 32611 (corresponding author). Email: [email protected]
Gary R. Consolazio, Ph.D., M.ASCE
Professor, Dept. of Civil & Coastal Engineering, Director, Bridge Software Institute, Univ. of Florida, Gainesville, FL 32611.

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