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- W2694706876 abstract "When honeycomb core sandwich panel (hereafter, HSP for brevity) is used as a floor panel, a dent is formed on the face sheet of the HSP. When the crack occurred on the face sheet makes the depth of the dent becomes deeper. Then the panel change into a new panel. If the high stiffness material such as Carbon fiber reinforced plastics (hereafter, CFRP for brevity) is used for face sheet, it is thought that the period for use as the floor panel extends. In this study, a series of static local compression tests and local compression fatigue tests by using peripherally clamped HSP of which CFRP was used for face sheet was carried out in consideration of usage condition as floor panel. From the obtained results of static local compression tests, the follows were observed; 1) No crack occurred on the face sheet used one-ply CFRP. On the other hand, there were cracks occurred on each layer of two-ply or more-ply CFRP. 2) The crack initiation occurred depends on the curvature of the dent. From the obtained results of local compression fatigue tests, the follows were observed that the stiffness of panel became higher with increasing the CFRP laminated number." @default.
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- W2694706876 date "2014-01-01" @default.
- W2694706876 modified "2023-09-27" @default.
- W2694706876 title "J0410402 Study on Local Compression Fatigue Property of Honeycomb Core Sandwich Panel Used CFRP for Face Sheet" @default.
- W2694706876 doi "https://doi.org/10.1299/jsmemecj.2014._j0410402-" @default.
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