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

    Experimental Study on the Fire-Induced Collapse of Single-Layer Aluminum Alloy Reticulated Shells with Gusset Joints

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 012
    Author:
    Shaojun Zhu
    ,
    Xiaonong Guo
    ,
    Shouchao Jiang
    ,
    Shaohan Zong
    ,
    Chen Chen
    DOI: 10.1061/(ASCE)ST.1943-541X.0002819
    Publisher: ASCE
    Abstract: This paper aims at investigating the fire-induced collapse behavior of aluminum alloy shells with gusset joints through an experimental analysis. The scale test model (geometric scaling coefficient=1/5) was composed of a K6 aluminum alloy spherical shell with a diameter of 8  m and a support structure with a height of 3.2  m. Diesel oil was used as the fuel, and the design power of the fire was 2  MW (corresponding to 111.8  MW of the prototype, calculated by the fire-power scaling law). Test results, including the test phenomenon, the failure mode, the thermal and structural response, and the deformation process, are presented and discussed. In the first fire test, the specimen did not collapse, and no permanent deformation, which would influence the mechanical behavior of the specimen, was observed. In the second fire test, the specimen began to collapse at 528  s, and the structural components failed by melting, rupture, and flexural-torsional buckling. While the members at the outside rings presented buckling, it is suggested that the thermal expansion be considered to prevent the buckling of the member in the structural fire design. Besides, the nonuniform temperature distribution was observed throughout the two structural fire tests, which confirmed that the homogeneous temperature assumption is not appropriate in analyzing large-space fires. Finally, the field simulation method to simulate the air temperature field of the tests is presented and verified, and the internal forces of members under nonuniform and uniform temperature distributions are compared. It is found that the field simulation can accurately evaluate the nonuniform air temperature distribution, and the nonuniform structural temperature distribution will significantly influence the internal forces of spherical shells. The experimental data and findings of this paper will be used for a further analysis of the structural fire behavior of aluminum alloy spatial structures.
    • Download: (5.838Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Experimental Study on the Fire-Induced Collapse of Single-Layer Aluminum Alloy Reticulated Shells with Gusset Joints

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4267721
    Collections
    • Journal of Structural Engineering

    Show full item record

    contributor authorShaojun Zhu
    contributor authorXiaonong Guo
    contributor authorShouchao Jiang
    contributor authorShaohan Zong
    contributor authorChen Chen
    date accessioned2022-01-30T21:08:40Z
    date available2022-01-30T21:08:40Z
    date issued12/1/2020 12:00:00 AM
    identifier other%28ASCE%29ST.1943-541X.0002819.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267721
    description abstractThis paper aims at investigating the fire-induced collapse behavior of aluminum alloy shells with gusset joints through an experimental analysis. The scale test model (geometric scaling coefficient=1/5) was composed of a K6 aluminum alloy spherical shell with a diameter of 8  m and a support structure with a height of 3.2  m. Diesel oil was used as the fuel, and the design power of the fire was 2  MW (corresponding to 111.8  MW of the prototype, calculated by the fire-power scaling law). Test results, including the test phenomenon, the failure mode, the thermal and structural response, and the deformation process, are presented and discussed. In the first fire test, the specimen did not collapse, and no permanent deformation, which would influence the mechanical behavior of the specimen, was observed. In the second fire test, the specimen began to collapse at 528  s, and the structural components failed by melting, rupture, and flexural-torsional buckling. While the members at the outside rings presented buckling, it is suggested that the thermal expansion be considered to prevent the buckling of the member in the structural fire design. Besides, the nonuniform temperature distribution was observed throughout the two structural fire tests, which confirmed that the homogeneous temperature assumption is not appropriate in analyzing large-space fires. Finally, the field simulation method to simulate the air temperature field of the tests is presented and verified, and the internal forces of members under nonuniform and uniform temperature distributions are compared. It is found that the field simulation can accurately evaluate the nonuniform air temperature distribution, and the nonuniform structural temperature distribution will significantly influence the internal forces of spherical shells. The experimental data and findings of this paper will be used for a further analysis of the structural fire behavior of aluminum alloy spatial structures.
    publisherASCE
    titleExperimental Study on the Fire-Induced Collapse of Single-Layer Aluminum Alloy Reticulated Shells with Gusset Joints
    typeJournal Paper
    journal volume146
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002819
    page16
    treeJournal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 012
    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