轴压侧压联合载荷作用下的加筋板失效模式研究

An investigation on the collapse modes of stiffened panel subjected to combined axial and lateral loads

  • 摘要:
    目的 旨在研究侧压载荷对联合载荷作用下加筋板极限强度与失效机理的影响。
    方法 基于非线性有限元方法建立数值模型,采用ABAQUS软件进行面内轴压与面外侧压载荷联合作用下的数值仿真分析,提取各工况下的加筋板面外位移场,并对其进行屈曲模态分解。在获得不同模型的模态幅值-轴向载荷曲线的基础上,量化加筋板的变形过程,结合应力云图分析加筋板在侧压不同工况下的变形行为与失效模式。
    结果 结果显示,在联合载荷工况下,侧压载荷使加强筋在极限状态前发生端部屈服,导致整体屈曲模态幅值增加。随着侧压载荷的增加,加筋板整体屈曲成为联合载荷工况下的主导失效模式。
    结论 所做研究揭示了加筋板变形失效过程中局部、整体屈曲模态幅值与失效模式的联系,可为船体板架结构设计提供参考。

     

    Abstract:
    Objectives This study aims to research the influence of lateral loads on the ultimate strengths and failure mechanism of stiffened panels subjected to combined loads.
    Methods Nonlinear finite element software ABAQUS is used to set up numerical models and perform numerical simulations under combined loads on different models. The out-of-plane displacement fields are captured, and decomposed with buckling modes. The modal amplitude-axial load curves of different models are obtained, and the deformation process of stiffened panels is quantified. The deformation behaviors and collapse modes of stiffened panels in different load cases are analyzed combining with cloud diagrams.
    Results Results show that the lateral loads in combined load cases cause the yielding of the stiffeners at the endings before the ultimate state, resulting in the increase of the overall buckling mode’s amplitude. As the lateral load increases, the overall buckling of the stiffened panels become the dominant collapse mode under combined load cases.
    Conclusions The results of this article reveal the relationship between the local and global buckling mode amplitudes and collapse modes during the deformation process of stiffened panels, which can provide reference for the design of ship frame structures.

     

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