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    Postfire Constitutive Model and Fracture Performance of Grade 14.9 Superhigh Tension Bolts

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010::page 04025147-1
    Author:
    Gao, Han
    ,
    Yang, Bo
    ,
    Liu, Zi-Kang
    ,
    Elchalakani, Mohamed
    ,
    Shen, Le
    DOI: 10.1061/JSENDH.STENG-14523
    Publisher: American Society of Civil Engineers
    Abstract: AbstractIn recent years, superhigh tension bolts (SHTB) with ultimate strengths exceeding 1,400 MPa have been increasingly utilized in steel structures due to their significant economic and environmental advantages. However, the performance of these high-...
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      Postfire Constitutive Model and Fracture Performance of Grade 14.9 Superhigh Tension Bolts

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313351
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    contributor authorGao, Han
    contributor authorYang, Bo
    contributor authorLiu, Zi-Kang
    contributor authorElchalakani, Mohamed
    contributor authorShen, Le
    date accessioned2026-08-20T12:18:46Z
    date available2026-08-20T12:18:46Z
    date copyright2025/07/18
    date issued2025
    identifier otherJSENDH.STENG-14523.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313351
    description abstractAbstractIn recent years, superhigh tension bolts (SHTB) with ultimate strengths exceeding 1,400 MPa have been increasingly utilized in steel structures due to their significant economic and environmental advantages. However, the performance of these high-...
    publisherAmerican Society of Civil Engineers
    titlePostfire Constitutive Model and Fracture Performance of Grade 14.9 Superhigh Tension Bolts
    typeJournal Article
    journal volume151
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14523
    journal fristpage04025147-1
    journal lastpage04025147-21
    page21
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
    contenttypeFulltext
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