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    Fire-Resistance Design Method for Stainless Steel Tubular X-Joints

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 001::page 04021237
    Author:
    Runmin Ding
    ,
    Shenggang Fan
    ,
    Lianlian Jia
    ,
    Hang Zhou
    DOI: 10.1061/(ASCE)ST.1943-541X.0003213
    Publisher: ASCE
    Abstract: An experimental study was carried out on the fire-resistant performance of six stainless steel tubular X-joints. The failure process and behavioral responses of all specimens were determined, and the failure criteria of stainless steel tubular X-joints at elevated temperatures was developed. Numerical simulation was performed of the stainless steel tubular X-joints subjected to fire, and the accuracy of the model was verified by comparison with the experimental results. By referring to the yield line model in the existing specifications, a yield line model that simultaneously considers the deformation of the chord flange and web was established for stainless steel tubular X-joints. Through theoretical derivation and fitting, the prediction formula of failure temperature for stainless steel tubular X-joints without considering the effect of chord preload was obtained and then modified with the finite-element results. The adverse effect of chord preload on the failure temperature of tubular X-joint was explored using parametric analysis, and the expression of the reduction factor of failure temperature for stainless steel tubular X-joints under chord preload was obtained. A fire-resistance design method for stainless steel tubular X-joints under chord preload is proposed.
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      Fire-Resistance Design Method for Stainless Steel Tubular X-Joints

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4282347
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    • Journal of Structural Engineering

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    contributor authorRunmin Ding
    contributor authorShenggang Fan
    contributor authorLianlian Jia
    contributor authorHang Zhou
    date accessioned2022-05-07T20:22:46Z
    date available2022-05-07T20:22:46Z
    date issued2021-10-22
    identifier other(ASCE)ST.1943-541X.0003213.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282347
    description abstractAn experimental study was carried out on the fire-resistant performance of six stainless steel tubular X-joints. The failure process and behavioral responses of all specimens were determined, and the failure criteria of stainless steel tubular X-joints at elevated temperatures was developed. Numerical simulation was performed of the stainless steel tubular X-joints subjected to fire, and the accuracy of the model was verified by comparison with the experimental results. By referring to the yield line model in the existing specifications, a yield line model that simultaneously considers the deformation of the chord flange and web was established for stainless steel tubular X-joints. Through theoretical derivation and fitting, the prediction formula of failure temperature for stainless steel tubular X-joints without considering the effect of chord preload was obtained and then modified with the finite-element results. The adverse effect of chord preload on the failure temperature of tubular X-joint was explored using parametric analysis, and the expression of the reduction factor of failure temperature for stainless steel tubular X-joints under chord preload was obtained. A fire-resistance design method for stainless steel tubular X-joints under chord preload is proposed.
    publisherASCE
    titleFire-Resistance Design Method for Stainless Steel Tubular X-Joints
    typeJournal Paper
    journal volume148
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003213
    journal fristpage04021237
    journal lastpage04021237-13
    page13
    treeJournal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 001
    contenttypeFulltext
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