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    彈性支持를 받는 四角多孔板의 荷重分布係數에 關한 硏究

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    https://www.riss.kr/link?id=T727073

    • 저자
    • 발행사항

      대전: 忠南大學校, 1989

    • 학위논문사항
    • 발행연도

      1989

    • 작성언어

      한국어

    • 주제어
    • KDC

      551.14 판사항(3)

    • DDC

      621.811 판사항(19)

    • 발행국(도시)

      충청남도

    • 형태사항

      39장: 삽도; 26cm

    • 소장기관
      • 강원대학교 도서관 소장기관정보
      • 경상국립대학교 도서관 소장기관정보
      • 광주대학교 도서관 소장기관정보
      • 단국대학교 율곡기념도서관(천안) 소장기관정보
      • 동국대학교 중앙도서관 소장기관정보
      • 동아대학교 도서관 소장기관정보
      • 청주대학교 도서관 소장기관정보
      • 충남대학교 도서관 소장기관정보
      • 한남대학교 도서관 소장기관정보
      • 홍익대학교 중앙도서관 소장기관정보
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    부가정보

    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    The load distrivution factor in the perforated square plate under concentrated loads acting at arbitray points through elastic media are calculated for more accurate analysis of the plate. In the calculation of the load distribution factor, the perforated plate was converted into an orthotropic plate using the method suggested by J.B.Mahoney. The ortohtropic auxiliary plate extened in the both directions of the real plate was considered to get the deflection of the real plate by superposition method. The angle support of the real plate at four corners was replaced by point supports with equivalent elastic stiffness in the auxiliary plate. The deflections of the real plate obtained from the superposition method were compared with the results from ANSYS code to show the validity of the current method, then the calculation for the load distribution factor was performed.
    The results shows that the load distribution factor at periphery of the plate is larger than that of the central location with the variation of the stiffness of elastic media. This load distribution factor could be used for re-distribution of the loads in more accurate analysis of the plate loaded through elastic media, as well as it can be used for the anlysis of the elastic media as the load factors.
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    The load distrivution factor in the perforated square plate under concentrated loads acting at arbitray points through elastic media are calculated for more accurate analysis of the plate. In the calculation of the load distribution factor, the perfor...

    The load distrivution factor in the perforated square plate under concentrated loads acting at arbitray points through elastic media are calculated for more accurate analysis of the plate. In the calculation of the load distribution factor, the perforated plate was converted into an orthotropic plate using the method suggested by J.B.Mahoney. The ortohtropic auxiliary plate extened in the both directions of the real plate was considered to get the deflection of the real plate by superposition method. The angle support of the real plate at four corners was replaced by point supports with equivalent elastic stiffness in the auxiliary plate. The deflections of the real plate obtained from the superposition method were compared with the results from ANSYS code to show the validity of the current method, then the calculation for the load distribution factor was performed.
    The results shows that the load distribution factor at periphery of the plate is larger than that of the central location with the variation of the stiffness of elastic media. This load distribution factor could be used for re-distribution of the loads in more accurate analysis of the plate loaded through elastic media, as well as it can be used for the anlysis of the elastic media as the load factors.

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    목차 (Table of Contents)

    • 목차
    • ● 목차 = i
    • ● Nomenclature = ii
    • ● List of Tables = iv
    • ● List of Figures = v
    • 목차
    • ● 목차 = i
    • ● Nomenclature = ii
    • ● List of Tables = iv
    • ● List of Figures = v
    • I. 서론 = 1
    • II. 이론적 배경 = 3
    • 2.1. 사각다공판의 직교이방성화 = 3
    • 2.1.1. 다공판 요소의 등가 십자형 요소화 = 3
    • 2.1.2. 직교이방성 평판의 탄성에너지 = 4
    • 2.1.3. 등가탄성계수 = 7
    • 2.2 하중작용점의 하중분포계수 = 11
    • 2.2.1. 해석절차 = 11
    • 2.2.2. 해석모델 = 11
    • 2.2.3. 탄성지지점의 등가 탄성계수 = 12
    • 2.2.4. 탄성지지점의 반력 = 12
    • 2.2.5. 작용하중 및 반력에 의한 변위 = 13
    • 2.2.6. 하중분포계수 = 13
    • III. 수치예 및 고찰 = 15
    • IV. 결론 = 17
    • ● References = 18
    • ● Summary = 39
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