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    Compressive Strength Effects on Flexural Behavior of Steel Fiber Reinforced Concrete

    New search for: Jang, Seok Joon
    New search for: Jeong, Gwon Young
    New search for: Lee, Mi Hwa
    New search for: Rokugo, Keitetsu
    New search for: Yun, Hyun Do

    This paper presents results of experimental investigation to evaluation the effects of compressive strength on flexural behavior of steel fiber-reinforced concrete (SFRC). For this purpose, normal and high strength SFRCs with two different fiber volume fractions of 0.5 and 1.0% were prepared. Compressive strength, modulus of elasticity, flexural strength and toughness were measured with tests on SFRC cylinders and prisms. Test results indicated that steel fiber volume fraction significantly affects the flexural strength and toughness of SFRC. However, the high strength SFRC showed reduction in flexural toughness compared with the normal strength SFRC. It can be concluded that flexural behavior of SFRC depends on both compressive strength and fiber volume fraction.

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    Compressive Strength Effects on Flexural Behavior of Steel Fiber Reinforced Concrete

    New search for: Jang, Seok Joon
    New search for: Jeong, Gwon Young
    New search for: Lee, Mi Hwa
    New search for: Rokugo, Keitetsu
    New search for: Yun, Hyun Do

    This paper presents results of experimental investigation to evaluation the effects of compressive strength on flexural behavior of steel fiber-reinforced concrete (SFRC). For this purpose, normal and high strength SFRCs with two different fiber volume fractions of 0.5 and 1.0% were prepared. Compressive strength, modulus of elasticity, flexural strength and toughness were measured with tests on SFRC cylinders and prisms. Test results indicated that steel fiber volume fraction significantly affects the flexural strength and toughness of SFRC. However, the high strength SFRC showed reduction in flexural toughness compared with the normal strength SFRC. It can be concluded that flexural behavior of SFRC depends on both compressive strength and fiber volume fraction.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Compressive Strength Effects on Flexural Behavior of Steel Fiber Reinforced Concrete

    New search for: Jang, Seok Joon
    New search for: Jeong, Gwon Young
    New search for: Lee, Mi Hwa
    New search for: Rokugo, Keitetsu
    New search for: Yun, Hyun Do

    This paper presents results of experimental investigation to evaluation the effects of compressive strength on flexural behavior of steel fiber-reinforced concrete (SFRC). For this purpose, normal and high strength SFRCs with two different fiber volume fractions of 0.5 and 1.0% were prepared. Compressive strength, modulus of elasticity, flexural strength and toughness were measured with tests on SFRC cylinders and prisms. Test results indicated that steel fiber volume fraction significantly affects the flexural strength and toughness of SFRC. However, the high strength SFRC showed reduction in flexural toughness compared with the normal strength SFRC. It can be concluded that flexural behavior of SFRC depends on both compressive strength and fiber volume fraction.

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    Title:

    Compressive Strength Effects on Flexural Behavior of Steel Fiber Reinforced Concrete

    Contributors:

    Jang, Seok Joon / Jeong, Gwon Young / Lee, Mi Hwa / Rokugo, Keitetsu / Yun, Hyun Do

    Published in:

    Key Engineering Materials ; 709 ; 101-104

    Publication date:

    2016-09-15

    Size:

    4 pages

    ISSN:

    1662-9795 , 1013-9826

    DOI:

    https://doi.org/10.4028/www.scientific.net/KEM.709.101

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Compressive Strength , Toughness , Concrete , Flexural Behavior , Steel Fiber

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