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    Influence of Cement Type on Fiber–Matrix Interface Bond Strength

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 004::page 04022003
    Author:
    Robert B. Jewell
    ,
    Kamyar C. Mahboub
    ,
    Thomas L. Robl
    ,
    Constance L. Wood
    DOI: 10.1061/(ASCE)MT.1943-5533.0004138
    Publisher: ASCE
    Abstract: This paper presents the results of an experimental investigation on the interface bond strength between reinforcing fibers embedded in a calcium sulfoaluminate (CSA) cement matrix, utilizing the single-fiber pullout test. Bonding at the fiber–matrix interface plays an important role in controlling the mechanical performance of cementitious composites. To examine the fiber–matrix bond within the CSA and portland cement system, fibers with differing elastic modulus strengths were selected, including polyvinyl-alcohol (PVA), polypropylene, coated steel, and plain steel. The fibers were embedded in three different matrices: two sulfate-based cements including a commercially available CSA cement and a CSA cement fabricated from coal-combustion byproducts. The third matrix was a silicate-based ordinary portland cement. In this study, the single-fiber pullout test was employed to examine the fiber–matrix interface and the effect of cement type on interfacial bond strength. Experiments show the more rigid-dense morphology of the CSA cement paste related to the ettringite crystal structure yielded higher shear-bond strengths for both steel and synthetic fibers. Results suggest the primary way to increase the effectiveness of reinforcing fibers is to decrease the modulus of elasticity ratio of fiber to matrix.
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      Influence of Cement Type on Fiber–Matrix Interface Bond Strength

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282012
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    contributor authorRobert B. Jewell
    contributor authorKamyar C. Mahboub
    contributor authorThomas L. Robl
    contributor authorConstance L. Wood
    date accessioned2022-05-07T20:07:20Z
    date available2022-05-07T20:07:20Z
    date issued2022-01-17
    identifier other(ASCE)MT.1943-5533.0004138.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282012
    description abstractThis paper presents the results of an experimental investigation on the interface bond strength between reinforcing fibers embedded in a calcium sulfoaluminate (CSA) cement matrix, utilizing the single-fiber pullout test. Bonding at the fiber–matrix interface plays an important role in controlling the mechanical performance of cementitious composites. To examine the fiber–matrix bond within the CSA and portland cement system, fibers with differing elastic modulus strengths were selected, including polyvinyl-alcohol (PVA), polypropylene, coated steel, and plain steel. The fibers were embedded in three different matrices: two sulfate-based cements including a commercially available CSA cement and a CSA cement fabricated from coal-combustion byproducts. The third matrix was a silicate-based ordinary portland cement. In this study, the single-fiber pullout test was employed to examine the fiber–matrix interface and the effect of cement type on interfacial bond strength. Experiments show the more rigid-dense morphology of the CSA cement paste related to the ettringite crystal structure yielded higher shear-bond strengths for both steel and synthetic fibers. Results suggest the primary way to increase the effectiveness of reinforcing fibers is to decrease the modulus of elasticity ratio of fiber to matrix.
    publisherASCE
    titleInfluence of Cement Type on Fiber–Matrix Interface Bond Strength
    typeJournal Paper
    journal volume34
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004138
    journal fristpage04022003
    journal lastpage04022003-14
    page14
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 004
    contenttypeFulltext
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