Case Studies
May 25, 2016

Case Study: Evaluation of a Floating Steel Fender System for Bridge Pier Protection against Vessel Collision

Publication: Journal of Bridge Engineering
Volume 21, Issue 11

Abstract

Vessel collisions with bridges occur frequently worldwide and have the potential to cause enormous casualties, substantial property loss, and environmental destruction. Physical protection systems designed for bridge piers against vessel collisions are viable solutions to alleviate/prevent those disruption costs. This paper introduces a floating steel fender system for bridge pier protection and evaluates the performance using an explicit dynamic finite-element analysis code. The analysis method is validated against available drop-weight impact tests of a steel box module, because the steel fender system is constructed by repeatedly stacking and aligning a similar subassembly. The introduced fender system noticeably reduced the peak impact force applied on a bridge pier by approximately 55.3% and on the colliding vessel by approximately 56.2% while extending the impact duration approximately 273.1% as compared to the head-on collision without any protection. It was also shown that the initial kinematic energy of the barge before impact was mainly dissipated by plastic deformation of the steel module (57.5%) and colliding barge (16.5%), as well as the damage of the rubber dampers after impact. The results indicate that the floating steel fender system has excellent energy-absorbing capabilities.

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Acknowledgments

The authors are grateful for the support from the College of Engineering at the University of Georgia and the University of Georgia Research Foundation. The first author also thanks the National Science Foundation of China (Grant 51308054). Special thanks to Wang Junjie of Tongji University for the impact test results, and the owner of Zhongxian Bridge for the design information of the steel floating fender system. The opinions, findings, and conclusions do not reflect the views of the funding institutions or other individuals.

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Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 21Issue 11November 2016

History

Received: Feb 27, 2015
Accepted: Apr 25, 2016
Published online: May 25, 2016
Discussion open until: Oct 25, 2016
Published in print: Nov 1, 2016

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Authors

Affiliations

Hua Jiang, A.M.ASCE [email protected]
Postdoctoral Research Associate, College of Engineering, Univ. of Georgia, Athens, GA 30602; Associate Professor, Key Laboratory for Bridge and Tunnel of Shaanxi Province, Chang’an Univ., Xi’an 710064, China (corresponding author). E-mail: [email protected]
Mi G. Chorzepa, M.ASCE [email protected]
Assistant Professor, College of Engineering, Univ. of Georgia, Athens, GA 30602. E-mail: [email protected]

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