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基于等几何分析的变角度铺层复合材料层合板屈曲与后屈曲分析

ISOGEOMETRIC ANALYSIS OF BUCKLING AND POST-BUCKLING BEHAVIOR OF VARIABLE ANGLE TOW COMPOSITE LAMINATES

  • 摘要: 变角度铺层(Variable Angle Tow, VAT)复合材料通过引入空间变化的纤维路径, 可显著提升结构的稳定性与承载能力. 然而, 传统有限元方法在离散后难以保证曲线纤维路径的光滑性与连续性. 针对这一问题, 本文基于等几何分析(Isogeometric analysis, IGA)方法开展 VAT 复合材料层合板的屈曲及后屈曲行为研究. 在方法上, 结合 Reissner-Mindlin板理论建立 VAT 复合材料层合板的屈曲分析模型, 并引入几何非线性分析, 构建适用于后屈曲大变形的三维曲壳单元. 在此基础上, 引入 LaRC03 失效准则及刚度退化模型, 以描述后屈曲阶段纤维与基体损伤的起始与演化过程. 通过各向同性板、直纤维层合板、VAT层合板等经典算例验证方法的有效性, 并分析预屈曲应力场及纤维路径参数对结构屈曲性能及后屈曲响应的影响. 结果表明, 所提出方法能够准确预测单轴压缩、纯剪切和压剪工况下的屈曲载荷及模态, 并有效捕捉结构从屈曲到后屈曲直至损伤失效的全过程响应. 相比传统有限元方法, IGA 在较低自由度条件下即可获得稳定且精确的结果, 表现出更优的收敛性与计算效率. 此外, 边界条件与纤维路径参数对结构的屈曲及后屈曲响应具有显著影响, 二者的耦合作用在一定程度上决定了结构的承载能力与失效模式.

     

    Abstract: Variable-angle tow (VAT) composites can significantly improve structural stability and load-carrying capacity by introducing spatially varying fiber paths. However, after discretization, conventional finite element methods often have difficulty ensuring the smoothness and continuity of curved fiber trajectories. To address this issue, this study investigates the buckling and post-buckling behavior of VAT composite laminates based on isogeometric analysis (IGA). In terms of methodology, a buckling analysis model for VAT composite laminates is established by combining the Reissner-Mindlin plate theory, and geometric nonlinear analysis is further introduced to develop a three-dimensional curved shell element suitable for large-deformation post-buckling analysis. On this basis, the LaRC03 failure criterion and a stiffness degradation model are incorporated to describe the initiation and evolution of fiber and matrix damage during the post-buckling stage. The effectiveness of the proposed method is validated through several numerical examples, including isotropic plates, straight-fiber composite laminates, and VAT composite laminates. The effects of the pre-buckling stress field and fiber path parameters on the buckling performance and post-buckling response of the structures are also analyzed. The results show that the proposed method can accurately predict the buckling loads and mode shapes under uniaxial compression, pure shear, and combined compression–shear loading conditions, and can effectively capture the complete structural response from buckling to post-buckling and ultimately to damage-induced failure. Compared with conventional finite element methods, IGA can achieve stable and accurate results with fewer degrees of freedom, demonstrating superior convergence and computational efficiency. In addition, the boundary conditions and fiber path parameters have significant effects on the buckling and post-buckling responses of the structures, and their coupled influence determines, to some extent, the load-carrying capacity and failure modes of VAT composite laminates.

     

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