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파형 웨브주름 보의 휨성능에 관한 실험적 연구

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Academic year: 2021

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Fig.  2.  Building  structures  of  corrugated  web  girder
Fig. 3과 같으며, 여기서 파고(    ), 파장(   ), 웨브 두께 (   )를 나타낸다. 사인형상의 주름함수(  ), 한 파장의 길이 (  ), 주름 웨브의 단면 2차모멘트(   )는 다음 식으로 정의되 며, 여기서 플랜지 두께(   )와 폭(   )이 같다고 가정한다
Table  1.  Classification  of  specimens Girder  section Shape  of  web
Fig.  7.  Failure  shape  of  flexural  test  specimen Fig.  8.  Strength  ratio  to  plate  width-thickness  ratioTable  2

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