YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Performance Problems and Structural Retrofit Analysis of Existing BCTs

    Source: Journal of Performance of Constructed Facilities:;2000:;Volume ( 014 ):;issue: 003
    Author:
    Jerry Wekezer
    ,
    Rafal Wuttrich
    ,
    Matthew Ramaley
    DOI: 10.1061/(ASCE)0887-3828(2000)14:3(118)
    Publisher: American Society of Civil Engineers
    Abstract: Automobile accident reports and full-scale crash tests of existing breakaway cable terminals (BCTs) indicated their poor performance during end-on impacts. This paper presents results of a feasibility study, which was conducted to identify problems with existing BCTs. The nonlinear, explicit, dynamic finite-element code LS-DYNA was used in the investigation of BCT design problems. Several problems were identified in the past during the full-scale crash tests. These problems became clearly visible when computational mechanics analyses were used. In addition to severe vehicle damage, vehicular impact induced dangerous, large deceleration peaks and uncontrolled vehicle trajectories. Analysis of actual crash tests and LS-DYNA data led to the conclusion that the terminal is too stiff along its longitudinal direction and fails to smoothly control dissipation of the vehicle kinetic energy. Therefore, the major objective of the research was to soften the existing system by weakening the rail in strategically located areas. The paper describes the design retrofit process, which was continuously guided by computational mechanics analyses. Specific retrofit recommendations emerged at the end of this process and they are described in the paper. Full-scale crash tests are recommended to confirm expected benefits of the proposed retrofit.
    • Download: (1.026Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Performance Problems and Structural Retrofit Analysis of Existing BCTs

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/44218
    Collections
    • Journal of Performance of Constructed Facilities

    Show full item record

    contributor authorJerry Wekezer
    contributor authorRafal Wuttrich
    contributor authorMatthew Ramaley
    date accessioned2017-05-08T21:14:55Z
    date available2017-05-08T21:14:55Z
    date copyrightAugust 2000
    date issued2000
    identifier other%28asce%290887-3828%282000%2914%3A3%28118%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44218
    description abstractAutomobile accident reports and full-scale crash tests of existing breakaway cable terminals (BCTs) indicated their poor performance during end-on impacts. This paper presents results of a feasibility study, which was conducted to identify problems with existing BCTs. The nonlinear, explicit, dynamic finite-element code LS-DYNA was used in the investigation of BCT design problems. Several problems were identified in the past during the full-scale crash tests. These problems became clearly visible when computational mechanics analyses were used. In addition to severe vehicle damage, vehicular impact induced dangerous, large deceleration peaks and uncontrolled vehicle trajectories. Analysis of actual crash tests and LS-DYNA data led to the conclusion that the terminal is too stiff along its longitudinal direction and fails to smoothly control dissipation of the vehicle kinetic energy. Therefore, the major objective of the research was to soften the existing system by weakening the rail in strategically located areas. The paper describes the design retrofit process, which was continuously guided by computational mechanics analyses. Specific retrofit recommendations emerged at the end of this process and they are described in the paper. Full-scale crash tests are recommended to confirm expected benefits of the proposed retrofit.
    publisherAmerican Society of Civil Engineers
    titlePerformance Problems and Structural Retrofit Analysis of Existing BCTs
    typeJournal Paper
    journal volume14
    journal issue3
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2000)14:3(118)
    treeJournal of Performance of Constructed Facilities:;2000:;Volume ( 014 ):;issue: 003
    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