EI、Scopus 收录
中文核心期刊

硬面板/软核心三明治结构局部−整体屈曲的能量统一模型

A UNIFIED ENERGY-BASED MODEL FOR THE LOCAL-GLOBAL BUCKLING OF HARD-FACE/SOFT-CORE SANDWICH SYSTEMS

  • 摘要: 由两层硬面板与柔性核心层组成的三明治结构, 在压缩载荷作用下会表现出局部起皱与整体屈曲相互耦合的复杂失稳行为. 针对这一问题, 本文基于能量分析建立了一种统一的解析模型. 与传统模型通常采用简化的位移假设或忽略界面剪切作用不同, 本文模型引入了更完整的面内位移表达形式并考虑核心层与面板之间的界面剪切, 可同时预测局部与整体失稳模态, 并揭示其竞争与选择机制. 模型预测结果与有限元分析具有良好一致性, 验证了方法的准确性与可靠性. 在理想条件下, 反对称局部起皱相较于对称或单侧模式具有更低的能量, 因而更容易发生. 进一步地, 通过参数化分析考察了几何参数和材料参数对局部起皱的临界应变和起皱波长的影响规律, 结果表明本文模型在预测精度上优于已有理论模型. 基于能量函数分析, 构建了局部起皱与整体屈曲之间的相图, 明确了不同参数条件下的主导失稳模式, 并给出了局部−整体屈曲转变的显式标度关系, 可为结构设计提供快速判别工具. 本文的理论模型不仅为理解三明治结构的多模态失稳机制提供了有效的理论框架, 也可为柔性电子、航空航天等领域夹芯结构的稳定性设计提供一定的理论指导.

     

    Abstract: Sandwich systems, consisting of two stiff face sheets and a compliant core, may exhibit complex instability behaviour due to the interaction and competition between local wrinkling and global buckling under compressive loading. To address this problem, this study develops a unified analytical model based on the energy analysis. Compared with traditional models that often adopt simplified displacement assumptions or neglect interfacial effects, the proposed model introduces a more complete in-plane displacement formulation that includes higher-order deformation modes and explicitly considers the interfacial shear between the core and the face sheets. This model enables simultaneous prediction of both local and global instability modes, while quantitatively revealing the competition and selection mechanisms between them. The model predictions show good agreement with finite element analysis (FEA), confirming the accuracy and robustness of the theoretical approach in capturing the critical buckling behaviour of sandwich structures. Under the ideal condition, the antisymmetric local-wrinkling mode has lower energy than the symmetric or single-sided modes, making it more likely to occur during instability. Furthermore, parametric analyses are conducted to investigate the effects of geometric parameters, such as the core-to-face thickness ratio, and material parameters, such as the modulus ratio, on the critical compressive strain and wavelength for local wrinkling. The results demonstrate that the proposed unified model provides higher accuracy than existing theoretical models. Based on the energy analysis, phase diagrams delineating the transition between local wrinkling and global buckling regimes are quantitatively constructed, which clearly identify the dominant instability modes under different parameter conditions and provide an explicit scaling relation for the critical local-to-global transition. These findings not only offer a rapid assessment tool for engineering design but also provide valuable insight into the underlying mechanics of flexible layered structures subjected to compressive loads, particularly in applications involving sandwich panels in aerospace, civil, and flexible electronics.

     

/

返回文章
返回