복합신소재구조학회 논문집 (Journal of the Korean Society for Advanced Composite Structures)

  • 제2권3호
  • /
  • Pages.25-29
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  • 2011
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  • 2093-5145(pISSN)
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  • 2288-0232(eISSN)
한국복합신소재구조학회 (Korean Society for Advanced Composite Structures)
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복합적층판 해석시 종방향 모멘트 무시효과

The Effect of Neglecting the Longitudinal Moment Terms in Analyzing Composite Laminate Plates

  • 한봉구 (서울과학기술대학교 건설공학부) ;
  • 백종남 (서울과학기술대학교 산업대학원 건축토목협동과정)
  • 투고 : 2011.08.25
  • 심사 : 2011.09.13
  • 발행 : 2011.09.30
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초록

몇 가지 섬유 배향각을 가진 적층판은 층수가 증가하면 $D_{16}$, $B_{16}$, $D_{26}$ 및 $B_{26}$ 강성이 감소하게 되어 특별직교이방성 판처럼 거동함을 밝히고, 간단한 공식들을 개발하여 발표한 바 있다. 대부분의 교량이나 건물의 상판은 형상비가 큰 경우가 많은데, 이런 구조물의 평형방정식에 대한 종방항 모멘트항(Mx)의 영향은 매우 작아서, 더욱 간단한 해석이 가능하다. 본 논문에는 이러한 문제들에 대한 연구결과를 제시하였다.

Some laminate orientations have decreasing values of $D_{16}$, $B_{16}$, $D_{26}$ and $B_{26}$ stiffnesses as the ply number increases. For such plates, the fiber orientations given above behave as specially orthotropic plates and simple formulas developed by the senior author. Most of the bridge and building slabs on girders have large aspect ratios. For such cases further simplification is possible by neglecting the effect of the longitudinal moment terms(Mx) on the relevant partial differential equations of equilibrium. In this paper, the result of the study on the subject problem is presented.

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참고문헌

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