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    Concrete Slab Damage and Hazard from Close-In Detonation of Weaponized Commercial Unmanned Aerial Vehicles

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 011::page 04021190-1
    Author:
    Hezi Y. Grisaro
    ,
    Scott Turygan
    ,
    Piotr W. Sielicki
    DOI: 10.1061/(ASCE)ST.1943-541X.0003158
    Publisher: ASCE
    Abstract: Explosives installed on a commercial unmanned aerial vehicle (UAV) may be carried and detonated close to a structural element. Although the explosive mass may not be large, the standoff distance is expected to be very small, and therefore, a potentially high-level of damage can be developed. A popular method to improve the performance of RC elements is by adding fibers to the concrete mix. In the current research, an experimental study is conducted to investigate the performance of RC slabs with and without steel fibers to close-in detonations, which aim to simulate an explosive installed on a UAV. The local damage is recorded and measured in terms of the crater diameters and depths. The structural damage is compared with available numerical tools. In addition, concrete debris from the rear face of the slab was collected and weighed, and their velocities were captured by a high-speed camera. The mass distribution of the debris, together with their velocities, led to a study on the damage hazards to potential occupants in the building.
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      Concrete Slab Damage and Hazard from Close-In Detonation of Weaponized Commercial Unmanned Aerial Vehicles

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4272798
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    • Journal of Structural Engineering

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    contributor authorHezi Y. Grisaro
    contributor authorScott Turygan
    contributor authorPiotr W. Sielicki
    date accessioned2022-02-01T22:11:30Z
    date available2022-02-01T22:11:30Z
    date issued11/1/2021
    identifier other%28ASCE%29ST.1943-541X.0003158.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272798
    description abstractExplosives installed on a commercial unmanned aerial vehicle (UAV) may be carried and detonated close to a structural element. Although the explosive mass may not be large, the standoff distance is expected to be very small, and therefore, a potentially high-level of damage can be developed. A popular method to improve the performance of RC elements is by adding fibers to the concrete mix. In the current research, an experimental study is conducted to investigate the performance of RC slabs with and without steel fibers to close-in detonations, which aim to simulate an explosive installed on a UAV. The local damage is recorded and measured in terms of the crater diameters and depths. The structural damage is compared with available numerical tools. In addition, concrete debris from the rear face of the slab was collected and weighed, and their velocities were captured by a high-speed camera. The mass distribution of the debris, together with their velocities, led to a study on the damage hazards to potential occupants in the building.
    publisherASCE
    titleConcrete Slab Damage and Hazard from Close-In Detonation of Weaponized Commercial Unmanned Aerial Vehicles
    typeJournal Paper
    journal volume147
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003158
    journal fristpage04021190-1
    journal lastpage04021190-12
    page12
    treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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