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    Workability and Mechanical Properties of Tensile Strain–Hardening PVA Fiber-Reinforced Magnesium Phosphate Cement Composites

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 007::page 04022138
    Author:
    Shuwen Zhang
    ,
    Yazhong Zhu
    ,
    Hu Feng
    ,
    Aofei Guo
    ,
    Ahmed Jawad Shaukat
    ,
    Guanghui Liu
    DOI: 10.1061/(ASCE)MT.1943-5533.0004263
    Publisher: ASCE
    Abstract: To solve the inherent brittleness of magnesium phosphate cement (MPC)-based composites, we incorporated polyvinyl alcohol (PVA) fibers to develop tensile strain hardening fiber reinforced magnesium phosphate cement composites (SHFRMC). The effects of fly ash (FA) content, PVA fiber volume fractions (Vf), the sand to binder mass ratio (S/B), and the water to solid mass ratio (W/S) on the workability, compressive strength, and tensile properties of the SHFRMC were studied. Lastly, the micromorphology of PVA fibers and their bonding with the matrix was examined by the optical microscope test. Generally, when the FA content is 30%, the SHFRMC can achieve relatively high strength and strain capacity while maintaining good workability; the SHFRMC can achieve relatively high workability, strength, and strain capacity when the Vf is 1.8%; when the S/B is 0, the workability, strength, and strain capacity of the SHFRM are the highest; and when the W/S is 0.13 or 0.16, the SHFRMC can achieve relatively high strength and strain capacity while maintaining good workability. The results revealed that a trade-off was needed among the workability, compressive strength, direct tensile stress, and tensile strain. The optical microscopy test showed that PVA fiber connects well with the matrix and plays an important bridging role in the tensile process to bear stress and restrain crack development, resulting in multicracking.
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      Workability and Mechanical Properties of Tensile Strain–Hardening PVA Fiber-Reinforced Magnesium Phosphate Cement Composites

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4286483
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    contributor authorShuwen Zhang
    contributor authorYazhong Zhu
    contributor authorHu Feng
    contributor authorAofei Guo
    contributor authorAhmed Jawad Shaukat
    contributor authorGuanghui Liu
    date accessioned2022-08-18T12:21:25Z
    date available2022-08-18T12:21:25Z
    date issued2022/04/23
    identifier other%28ASCE%29MT.1943-5533.0004263.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286483
    description abstractTo solve the inherent brittleness of magnesium phosphate cement (MPC)-based composites, we incorporated polyvinyl alcohol (PVA) fibers to develop tensile strain hardening fiber reinforced magnesium phosphate cement composites (SHFRMC). The effects of fly ash (FA) content, PVA fiber volume fractions (Vf), the sand to binder mass ratio (S/B), and the water to solid mass ratio (W/S) on the workability, compressive strength, and tensile properties of the SHFRMC were studied. Lastly, the micromorphology of PVA fibers and their bonding with the matrix was examined by the optical microscope test. Generally, when the FA content is 30%, the SHFRMC can achieve relatively high strength and strain capacity while maintaining good workability; the SHFRMC can achieve relatively high workability, strength, and strain capacity when the Vf is 1.8%; when the S/B is 0, the workability, strength, and strain capacity of the SHFRM are the highest; and when the W/S is 0.13 or 0.16, the SHFRMC can achieve relatively high strength and strain capacity while maintaining good workability. The results revealed that a trade-off was needed among the workability, compressive strength, direct tensile stress, and tensile strain. The optical microscopy test showed that PVA fiber connects well with the matrix and plays an important bridging role in the tensile process to bear stress and restrain crack development, resulting in multicracking.
    publisherASCE
    titleWorkability and Mechanical Properties of Tensile Strain–Hardening PVA Fiber-Reinforced Magnesium Phosphate Cement Composites
    typeJournal Article
    journal volume34
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004263
    journal fristpage04022138
    journal lastpage04022138-11
    page11
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 007
    contenttypeFulltext
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