Study on out-of-plane tensile strength of angle-plied reinforced hybrid CFRP laminates using thin-ply

被引:10
|
作者
Ramezani, F. [1 ]
Carbas, R. J. C. [1 ,3 ]
Marques, E. A. S. [1 ]
Ferreira, A. M. [2 ]
da Silva, L. F. M. [2 ]
机构
[1] Inst Ciencia & Inovacao Engn Mecan & Engn Ind INEG, Porto, Portugal
[2] Univ Porto, Fac Engn FEUP, Dept Engn Mecan, Porto, Portugal
[3] Inst Ciencia & Inovacao Engn Mecan & Engn Ind INEG, Rua Dr Roberto Frias, P-4200465 Porto, Portugal
关键词
Composite laminates; Thin-ply; Angle-plied laminates; BONDED JOINTS; SINGLE; COMPOSITES; DELAMINATION; ADHERENDS;
D O I
10.1080/15376494.2023.2165742
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Thin-plies are generally defined as composites with ply thicknesses below 100 mu m. These materials are rapidly gaining interest for high-performance applications, for example, the aerospace sector. Many practical techniques have been proposed to prevent delamination and improve the strength of composite laminates. A recent study has shown that the delamination could be postponed by replacing layers of CFRP with thin-ply in a unidirectional composite laminate, a configuration known as hybrid laminates reinforced with thin-plies. Since fiber orientation is known to be one of the most important parameters in composite laminate design, this study investigates the effect of oriented layers of thin-ply or both thin-ply and conventional CFRP in a hybrid laminate under out-of-plane tensile loading. A numerical Representative Volume Element (RVE) model for CFRP and thin-ply was generated, considering the unidirectional [0], cross-ply [45/-45], and [0/90] in order to better understand the effect of angle-plied hybrid composite laminates. Experimental results show that angle-plied composite laminates present higher failure load under out-of-plane tensile loading compared to the unidirectional ones. This can be attributed to the fact that an initiated crack is faced with a significantly more complex crack path in an angle-plied laminate to advance in the through-the-thickness direction.
引用
收藏
页码:2859 / 2872
页数:14
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