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등분포(等分布) 하중(荷重)을 받는 4변고정(邊固定)인 철근(鐵筋)콘크리트 사판(斜板)의 해석(解析)(II) -제(第)2보(報) 변장비(變長比)의 영향(影響)-
An analysis of uniformly loaded RIC skew-Plates with all edges built-in (II) - Part 2 effects of edge ratio -
조진구 ( Cho Jin Goo ) , 이원준 ( Lee Won Joon )
UCI I410-ECN-0102-2018-500-004069092

In this paper, the characteristics of mechanical behaviour due to various edge-ratio of uniformly loaded clamped skew-plates has been described. In this study, the skew-plate was discretized using 8-noded isoparametric element and Mindlin's plate theory was adapted in finite element formulation. The edge-ratio 0.5, 0.8, 1.0, 1.2, 1.5, 2.0 and 2.5 were considered. Hence, five cond-itions of the skew-angle, the seven levels of edge ratio were tried. When the edge-ratio was 2.5 or the edge-ratio was 2.0 and the skew-angle was less than 45 degree, the behaviour of the uniformly loaded the skew-plate with all edges clamped was independent of the skew-angle.

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