Review on buckling and post-buckling of stiffened composite panels
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摘要: 复合材料加筋板因其卓越的轻质、高强度和高刚度特性,在航空航天领域的飞机承力构件中得到了广泛应用。随着对材料性能要求的不断提升,深入理解这类结构的屈曲与后屈曲行为变得尤为重要。本文综述了国内外复合材料加筋板屈曲及后屈曲性能的研究进展,系统归纳了理论方法、有限元仿真技术及实验研究方法。研究表明,加筋板的几何参数(如加筋高度和间距)以及层合板的铺层顺序显著影响其屈曲性能;同时,考虑材料非线性和几何非线性对准确预测后屈曲行为至关重要。此外,本文探讨了预测复合材料加筋板屈曲和后屈曲失效模式及载荷的关键技术难点。通过分析现有研究的局限性,本文指出了未来可能的研究方向,为复合材料加筋板的屈曲与后屈曲研究及其工程应用提供了理论基础和实践指导。Abstract: Composite stiffened panels are widely used in aircraft load-bearing components in the aerospace field due to their excellent lightweight, high strength and high stiffness properties. With the continuous improvement of material performance requirements, it is particularly important to have a deep understanding of the buckling and post-buckling behavior of such structures. This article reviews the research progress on buckling and post-buckling properties of composite stiffened panels, and systematically summarizes theoretical approach, finite element simulation technology and experimental research methods. Studies have shown that the geometric parameters (such as height and spacing of stiffeners) and lay-up sequence of stiffened panels significantly affect the buckling performance; at the same time, considering material nonlinearity and geometric nonlinearity is crucial to accurately predict post-buckling behavior. In addition, this article explores the key technical difficulties in predicting buckling and post-buckling failure modes and loads of composite stiffened panels. By analyzing the limitations of existing researches, this article points out possible future research directions, providing a theoretical basis and practical guidance for buckling and post-buckling research on composite stiffened panels and their engineering applications.
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表 1 Camanho和Matthews的材料性能折减模型
Table 1. Material property reduction model of Camanho and Matthews
Failure mode Degradation coefficient Fiber tensile failure $ E_{11}^d = 0.07{E_{11}} $ Fiber compression failure $ E_{11}^d = 0.14{E_{11}} $ Matrix tensile/shear failure $ E_{22}^d = 0.2{E_{22}} $
$ G_{12}^d = 0.2{G_{12}} $,$ G_{23}^d = 0.2{G_{23}} $Matrix compression/shear failure $ E_{22}^d = 0.4{E_{22}} $
$ G_{12}^d = 0.4{G_{12}} $,$ G_{23}^d = 0.4{G_{23}} $Notes:$ {E_{11}} $ and $ {E_{22}} $ are the elastic moduli in the fiber and matrix directions; $ {G_{12}} $ and $ {G_{23}} $ are the shear moduli; $ d $ stands for degradation. 表 2 Chang和Lessard的材料性能折减模型
Table 2. Material property reduction model of Chang and Lessard
Failure mode Degradation coefficient Fiber failure $ E_{11}^d = 0 $,$ E_{22}^d = 0 $,$ G_{12}^d = 0 $ Matrix failure $ E_{22}^d = 0 $,$ \nu _{21}^d = 0 $ Fiber-matrix shear failure $ G_{12}^d = 0 $,$ \nu _{12}^d = 0 $,$ \nu _{21}^d = 0 $ Notes: $ E_{11}^d $ and $ E_{22}^d $ are the elastic moduli in the fiber and matrix directions after degradation; $ G_{12}^d $is the shear moduli after degradation; $ \nu _{12}^d $ and $ \nu _{21}^d $ are poisson’s ratios after degradation; $ d $ stands for degradation. -
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