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    Multiple Impact Resistance of Hybrid Fiber Ultrahigh Toughness Cementitious Composites with Different Degrees of Initial Damage

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 002
    Author:
    Qinghua Li; Xin Zhao; Shilang Xu; Christopher K. Y. Leung; Bing Wang
    DOI: 10.1061/(ASCE)MT.1943-5533.0002576
    Publisher: American Society of Civil Engineers
    Abstract: In this research, the multiple impact resistance of hybrid fiber ultrahigh toughness cementitious composites (UHTCC) was studied. By varying the impact velocity, different degrees of initial damage were first induced in the specimens. Then the multiple impact behavior of these specimens, including stress-strain relationship, energy absorption capability, degree of damage, and microstructure of damaged material were investigated and discussed. The results revealed that hybrid fiber UHTCC specimens could maintain their integrity even though the dynamic peak stress was below 10.0 MPa, which significantly reduced the surface spalling of fragments. The specimens with a low-degree initial damage showed improved multiple impact resistance over those without initial damage, because the microstructure of specimens was densified under the low-velocity initial impact load. Through the comparison among four groups of specimens with 2.0% of polyvinyl alcohol (PVA) fiber and different volume fractions (0.0%, 0.5%, 1.0%, and 1.5%) of steel fiber, the specimens with 1.0% steel fiber showed the highest energy absorption capability and sustained the largest number of impacts.
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      Multiple Impact Resistance of Hybrid Fiber Ultrahigh Toughness Cementitious Composites with Different Degrees of Initial Damage

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4255304
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    contributor authorQinghua Li; Xin Zhao; Shilang Xu; Christopher K. Y. Leung; Bing Wang
    date accessioned2019-03-10T12:18:49Z
    date available2019-03-10T12:18:49Z
    date issued2019
    identifier other%28ASCE%29MT.1943-5533.0002576.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255304
    description abstractIn this research, the multiple impact resistance of hybrid fiber ultrahigh toughness cementitious composites (UHTCC) was studied. By varying the impact velocity, different degrees of initial damage were first induced in the specimens. Then the multiple impact behavior of these specimens, including stress-strain relationship, energy absorption capability, degree of damage, and microstructure of damaged material were investigated and discussed. The results revealed that hybrid fiber UHTCC specimens could maintain their integrity even though the dynamic peak stress was below 10.0 MPa, which significantly reduced the surface spalling of fragments. The specimens with a low-degree initial damage showed improved multiple impact resistance over those without initial damage, because the microstructure of specimens was densified under the low-velocity initial impact load. Through the comparison among four groups of specimens with 2.0% of polyvinyl alcohol (PVA) fiber and different volume fractions (0.0%, 0.5%, 1.0%, and 1.5%) of steel fiber, the specimens with 1.0% steel fiber showed the highest energy absorption capability and sustained the largest number of impacts.
    publisherAmerican Society of Civil Engineers
    titleMultiple Impact Resistance of Hybrid Fiber Ultrahigh Toughness Cementitious Composites with Different Degrees of Initial Damage
    typeJournal Paper
    journal volume31
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002576
    page04018368
    treeJournal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 002
    contenttypeFulltext
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