YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • 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

    Size Effect on Temperatures of Structural Steel in Fire

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author:
    M. B. Wong
    DOI: 10.1061/(ASCE)0733-9445(2005)131:1(16)
    Publisher: American Society of Civil Engineers
    Abstract: In current design practice for steel structures in fire, the temperature profile of a steel member will not change with its locations if it is subject to the same fire environment according to a certain standard or natural fire curves. This study shows that for the same steel member under the same fire curve, the temperature profile of the member will be different if it is erected in compartments of different sizes. The difference arises from the fact that the gases within the compartment transfer the heat energy to the steel member through radiation along different path lengths. While it is difficult to calculate the heat energy precisely for each gas molecule to travel along each path length, it is relatively easy to perform such calculations for the total volume of gases by means of an average path length, termed the mean beam length, in terms of the size of the compartment. The effect of the mean beam length is implicitly included in the formulation of the gas properties for heat transfer calculations.
    • Download: (540.1Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Size Effect on Temperatures of Structural Steel in Fire

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/34384
    Collections
    • Journal of Structural Engineering

    Show full item record

    contributor authorM. B. Wong
    date accessioned2017-05-08T20:59:12Z
    date available2017-05-08T20:59:12Z
    date copyrightJanuary 2005
    date issued2005
    identifier other%28asce%290733-9445%282005%29131%3A1%2816%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34384
    description abstractIn current design practice for steel structures in fire, the temperature profile of a steel member will not change with its locations if it is subject to the same fire environment according to a certain standard or natural fire curves. This study shows that for the same steel member under the same fire curve, the temperature profile of the member will be different if it is erected in compartments of different sizes. The difference arises from the fact that the gases within the compartment transfer the heat energy to the steel member through radiation along different path lengths. While it is difficult to calculate the heat energy precisely for each gas molecule to travel along each path length, it is relatively easy to perform such calculations for the total volume of gases by means of an average path length, termed the mean beam length, in terms of the size of the compartment. The effect of the mean beam length is implicitly included in the formulation of the gas properties for heat transfer calculations.
    publisherAmerican Society of Civil Engineers
    titleSize Effect on Temperatures of Structural Steel in Fire
    typeJournal Paper
    journal volume131
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2005)131:1(16)
    treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;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