日本機械学会論文集 A編
Online ISSN : 1884-8338
Print ISSN : 0387-5008
開孔部補強FRP板の軸圧縮座屈強度 : ダブラ形補強部を施した有孔正方形板の応力集中と座屈
康井 義明
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ジャーナル フリー

1987 年 53 巻 490 号 p. 1099-1103

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Numerical analyses the Finite Element Method have been carried out on the buckling strength and stress concentration in cross-ply laminated FRP plates with a reinforced square or circular cut-out under axial compression. The cross-ply plates used carbon-fiber/epoxy (CFRP) and glass-fiber/epoxy (GFRP). As one of the succesful ways in order to recover the buckling strength of the plate with a cut-out, the plate around the cut-out is reinforced by thickning the annular area. The result for a FRP Plate is compared with that for an isotropic plate. For a FRP Plate, the higher the fiber reinforcement, the more effective of the recovery of the buckling value.
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