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    강섬유보강콘크리트의 휨강도 산정식 제안 = Proposal of Flexural Strength Formula for Steel Fiber Reinforced Concrete

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    https://www.riss.kr/link?id=T16691556

    • 저자
    • 발행사항

      아산 : 호서대학교 대학원, 2023

    • 학위논문사항
    • 발행연도

      2023

    • 작성언어

      한국어

    • 주제어
    • DDC

      693 판사항(23)

    • 발행국(도시)

      충청남도

    • 형태사항

      46 p. : 삽화, 표 ; 26 cm

    • 일반주기명

      부록 수록
      지도교수: 홍건호
      호서대학교 논문은 저작권에 의해 보호받습니다.
      참고문헌: p. 36-39

    • UCI식별코드

      I804:44018-200000669962

    • 소장기관
      • 호서대학교 중앙도서관 소장기관정보
      • 호서대학교 중앙도서관(천안캠퍼스) 소장기관정보
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    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    The proposal of the flexural tensile strength formula combines the material test results of steel fiber reinforced concrete conducted by existing researchers at domestic and foreign and the material test results conducted in this study, analyzes the relationship between compressive strength, flexural tensile strength, and the mixing ratio of steel fiber, and An expression for the flexural tensile strength of reinforced concrete was proposed. The proposed formula was theoretically evaluated by applying the mixing ratio of 0.5% obtained through material tests to the formula for drying shrinkage that occurs in concrete.
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    The proposal of the flexural tensile strength formula combines the material test results of steel fiber reinforced concrete conducted by existing researchers at domestic and foreign and the material test results conducted in this study, analyzes the r...

    The proposal of the flexural tensile strength formula combines the material test results of steel fiber reinforced concrete conducted by existing researchers at domestic and foreign and the material test results conducted in this study, analyzes the relationship between compressive strength, flexural tensile strength, and the mixing ratio of steel fiber, and An expression for the flexural tensile strength of reinforced concrete was proposed. The proposed formula was theoretically evaluated by applying the mixing ratio of 0.5% obtained through material tests to the formula for drying shrinkage that occurs in concrete.

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    목차 (Table of Contents)

    • Ⅰ. 서 론 ······················································································· 1
    • 1. 연구 배경 및 목적 ·········································································1
    • 2. 연구 방법 ··························································································1
    • Ⅱ. 이론적 고찰 ···················································································2
    • 1. 관련 기준 ······················································································2
    • Ⅰ. 서 론 ······················································································· 1
    • 1. 연구 배경 및 목적 ·········································································1
    • 2. 연구 방법 ··························································································1
    • Ⅱ. 이론적 고찰 ···················································································2
    • 1. 관련 기준 ······················································································2
    • 2. 관련 연구동향 ·············································································5
    • Ⅲ. 강섬유보강콘크리트의 휨인장강도 ·········································10
    • 1. 재료 및 건조수축실험 ······························································10
    • 가. 재료실험 ·············································································· 12
    • 나. 건조수축실험 ······································································ 13
    • 2. 기존 연구자들의 휨인장강도 제안식 ····································15
    • 3. 연구자들의 재료성능 데이터 분석 ··········································17
    • 4. 휨인장강도 식 제안 ····································································26
    • 5. 제안식 적용 ··················································································29
    • Ⅳ. 결 론 ·················································································34
    • 참고문헌 ·······················································································35
    • 부록 ·······························································································39
    • ABSTRACT ···············································································46
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