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    Performance Evaluation of Existing Bridge Fenders for Ship Impact

    Source: Journal of Performance of Constructed Facilities:;2001:;Volume ( 015 ):;issue: 001
    Author:
    Rafal Wuttrich
    ,
    Jerry Wekezer
    ,
    Nur Yazdani
    ,
    Claudia Wilson
    DOI: 10.1061/(ASCE)0887-3828(2001)15:1(17)
    Publisher: American Society of Civil Engineers
    Abstract: Bridge 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.
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      Performance Evaluation of Existing Bridge Fenders for Ship Impact

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/44238
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    • Journal of Performance of Constructed Facilities

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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
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian