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    Novel Approach to Calculate the Postfire Bending Capacity of Corroded Reinforced Concrete Beams: Incorporating Failure Mode Analysis

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012::page 04025219-1
    Author:
    Yang, Meng
    ,
    Liu, Caiwei
    ,
    Li, Kang
    ,
    Miao, Jijun
    DOI: 10.1061/JSENDH.STENG-15212
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis paper proposed a method, combined with failure mode analysis, for calculating the flexural capacity of corroded reinforced concrete (RC) beams after a fire. The method took into account the degradation of the mechanical properties of steel ...
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      Novel Approach to Calculate the Postfire Bending Capacity of Corroded Reinforced Concrete Beams: Incorporating Failure Mode Analysis

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313466
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    • Journal of Structural Engineering

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    contributor authorYang, Meng
    contributor authorLiu, Caiwei
    contributor authorLi, Kang
    contributor authorMiao, Jijun
    date accessioned2026-08-20T12:26:28Z
    date available2026-08-20T12:26:28Z
    date copyright2025/10/13
    date issued2025
    identifier otherJSENDH.STENG-15212.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313466
    description abstractAbstractThis paper proposed a method, combined with failure mode analysis, for calculating the flexural capacity of corroded reinforced concrete (RC) beams after a fire. The method took into account the degradation of the mechanical properties of steel ...
    publisherAmerican Society of Civil Engineers
    titleNovel Approach to Calculate the Postfire Bending Capacity of Corroded Reinforced Concrete Beams: Incorporating Failure Mode Analysis
    typeJournal Article
    journal volume151
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-15212
    journal fristpage04025219-1
    journal lastpage04025219-12
    page12
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012
    contenttypeFulltext
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