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    Resistance of High-Performance Concrete Panels with Dispersed Fiber Reinforcement to Oblique-Angle Projectile Impact

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001::page 04024455-1
    Author:
    Petr Hála
    ,
    Karel Hurtig
    ,
    Radek Řídký
    ,
    Radoslav Sovják
    ,
    Petr Konvalinka
    DOI: 10.1061/JMCEE7.MTENG-18522
    Publisher: American Society of Civil Engineers
    Abstract: This work aims to investigate the effect of a wide range of oblique impacts of the 7.62-mm-caliber projectile on the slim high-performance fiber-reinforced concrete (HPFRC) panels. The trajectory of the projectile, the depth of penetration, and the extent and type of plate damage are discussed in detail. The numerical models developed in commercially available software are also included in this work to support and supplement the experimental data. In the model, each fiber is modeled separately, leading to a more realistic prediction of the material behavior. The analyses identified four basic scenarios for projectile impact: total plate perforation by the projectile core, core penetration combined with or without rear HPFRC material detachment, and ricochet. The results show that the numerical model can effectively and accurately predict the impact response and damage morphologies of the slim HPFRC panel.
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      Resistance of High-Performance Concrete Panels with Dispersed Fiber Reinforcement to Oblique-Angle Projectile Impact

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4309716
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    • Journal of Materials in Civil Engineering

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    contributor authorPetr Hála
    contributor authorKarel Hurtig
    contributor authorRadek Řídký
    contributor authorRadoslav Sovják
    contributor authorPetr Konvalinka
    date accessioned2026-02-16T21:46:41Z
    date available2026-02-16T21:46:41Z
    date copyright2025/01/01
    date issued2025
    identifier otherJMCEE7.MTENG-18522.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309716
    description abstractThis work aims to investigate the effect of a wide range of oblique impacts of the 7.62-mm-caliber projectile on the slim high-performance fiber-reinforced concrete (HPFRC) panels. The trajectory of the projectile, the depth of penetration, and the extent and type of plate damage are discussed in detail. The numerical models developed in commercially available software are also included in this work to support and supplement the experimental data. In the model, each fiber is modeled separately, leading to a more realistic prediction of the material behavior. The analyses identified four basic scenarios for projectile impact: total plate perforation by the projectile core, core penetration combined with or without rear HPFRC material detachment, and ricochet. The results show that the numerical model can effectively and accurately predict the impact response and damage morphologies of the slim HPFRC panel.
    publisherAmerican Society of Civil Engineers
    titleResistance of High-Performance Concrete Panels with Dispersed Fiber Reinforcement to Oblique-Angle Projectile Impact
    typeJournal Article
    journal volume37
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18522
    journal fristpage04024455-1
    journal lastpage04024455-12
    page12
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian