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contributor authorRafal Wuttrich
contributor authorJerry Wekezer
contributor authorNur Yazdani
contributor authorClaudia Wilson
date accessioned2017-05-08T21:14:56Z
date available2017-05-08T21:14:56Z
date copyrightFebruary 2001
date issued2001
identifier other%28asce%290887-3828%282001%2915%3A1%2817%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44238
description abstractBridge fender systems are used to guide vessels through navigational channels under bridges. They appear to be an attractive and inexpensive solution for protecting the integrity of bridge piers. However, until now the fenders have not been designed to withstand any specific lateral design force. Thus, their existing impact capacity is unknown. The paper presents results of the research project funded by the Florida Department of Transportation aimed at evaluating the crashworthiness of the system and developing possible retrofit recommendations. The research efforts concentrated on computational analysis of a Jumbo Hopper barge impacting a commonly constructed fender. LS-DYNA, a nonlinear explicit dynamic finite-element code, was used for analysis. Various initial velocities and impact angles were used to represent possible collision conditions. Computational analyses were adopted to assess the crashworthiness performance of the constructed fender system and to identify its weakest components for possible retrofit. It appears that such retrofits could further improve the energy absorbing capabilities of existing bridge fenders.
publisherAmerican Society of Civil Engineers
titlePerformance Evaluation of Existing Bridge Fenders for Ship Impact
typeJournal Paper
journal volume15
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2001)15:1(17)
treeJournal of Performance of Constructed Facilities:;2001:;Volume ( 015 ):;issue: 001
contenttypeFulltext


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