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    Reliability of Steel Girder Bridges Subjected to Blast Loads

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 001::page 04024087-1
    Author:
    Ahmad Alsendi
    ,
    Christopher D. Eamon
    DOI: 10.1061/AJRUA6.RUENG-1389
    Publisher: American Society of Civil Engineers
    Abstract: A reliability model was developed and used for the probabilistic assessment of typical steel girder bridge structural systems exposed to blast loads. Blast load scenarios and failure criteria were based on field observations of actual blast-damaged bridges in Iraq, where failure was practically defined as the inability of the structure to allow passage of at least one lane of traffic for emergency use after the blast event. Structural performance was assessed with a large-strain, large-displacement numerical model that allows element disintegration, separation, and contact. As it was found that system failure was governed by girder end failure, a response surface was developed to model critical girder end displacement for use in the limit-state function. Random variables were used to characterize uncertainties in the most significant factors affecting reliability, including blast load, geometric, and material strength parameters. It was found that blast reliability was most sensitive to the number of girders used for design, while other influential parameters were web stiffener width and girder yield strength. Parameters found to be moderately significant were girder web depth and deck thickness, while other design parameters, including girder flange thickness, web thickness, deck concrete strength, and deck reinforcement ratio, minimally affected blast reliability if altered within a reasonable range. Effective increases in steel girder bridge blast reliability could be achieved by using smaller girder spacing, higher yield strength girders with lower depth, and a deck with lower compressive strength but greater thickness.
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      Reliability of Steel Girder Bridges Subjected to Blast Loads

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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorAhmad Alsendi
    contributor authorChristopher D. Eamon
    date accessioned2025-04-20T10:00:09Z
    date available2025-04-20T10:00:09Z
    date copyright11/22/2024 12:00:00 AM
    date issued2025
    identifier otherAJRUA6.RUENG-1389.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4303814
    description abstractA reliability model was developed and used for the probabilistic assessment of typical steel girder bridge structural systems exposed to blast loads. Blast load scenarios and failure criteria were based on field observations of actual blast-damaged bridges in Iraq, where failure was practically defined as the inability of the structure to allow passage of at least one lane of traffic for emergency use after the blast event. Structural performance was assessed with a large-strain, large-displacement numerical model that allows element disintegration, separation, and contact. As it was found that system failure was governed by girder end failure, a response surface was developed to model critical girder end displacement for use in the limit-state function. Random variables were used to characterize uncertainties in the most significant factors affecting reliability, including blast load, geometric, and material strength parameters. It was found that blast reliability was most sensitive to the number of girders used for design, while other influential parameters were web stiffener width and girder yield strength. Parameters found to be moderately significant were girder web depth and deck thickness, while other design parameters, including girder flange thickness, web thickness, deck concrete strength, and deck reinforcement ratio, minimally affected blast reliability if altered within a reasonable range. Effective increases in steel girder bridge blast reliability could be achieved by using smaller girder spacing, higher yield strength girders with lower depth, and a deck with lower compressive strength but greater thickness.
    publisherAmerican Society of Civil Engineers
    titleReliability of Steel Girder Bridges Subjected to Blast Loads
    typeJournal Article
    journal volume11
    journal issue1
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.RUENG-1389
    journal fristpage04024087-1
    journal lastpage04024087-13
    page13
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 001
    contenttypeFulltext
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