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A Finite Element Formulation for Bending-Torsion Coupled Vibration Analysis of Delaminated Beams under Combined Axial Load and End Moment

机译:轴向载荷与端矩联合作用下分层梁弯扭耦合振动分析的有限元公式

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Free vibration analysis of beams with single delamination undergoing bending-torsion coupling is made, using traditional finite element technique. The Galerkin weighted residual method is applied to convert the coupled differential equations of motion into to a discrete problem, where, in addition to the conventional mass and stiffness matrices, a delamination stiffness matrix, representing the extra stiffening effects at the delamination tips, is introduced. The linear eigenvalue problem resulting from the discretization along the length of the beam is solved to determine the frequencies and modes of free vibration. Both “free mode” and “constrained mode” delamination models are considered in formulation, and it is shown that the continuity (both kinematic and force) conditions at the beam span-wise locations corresponding to the extremities of the delaminated region, in particular, play a great role in “free mode” model formulation. Current trends in the literature are examined, and insight into different types of modeling techniques and constraint types are introduced. In addition, the data previously available in the literature and those obtained from a finite element-based commercial software are utilized to validate the presented modeling scheme and to verify the correctness of natural frequencies of the systems analyzed here. The paper ends with general discussions and conclusions on the presented theories and modeling approaches.
机译:利用传统的有限元技术,对单层梁经过弯扭耦合后的自由振动进行了分析。应用Galerkin加权残差法将耦合的运动微分方程转换为离散问题,除传统的质量和刚度矩阵外,还引入了代表分层尖端处额外刚度效应的分层刚度矩阵。 。解决了由沿梁长度离散化而导致的线性特征值问题,以确定自由振动的频率和模式。公式中同时考虑了“自由模式”和“约束模式”分层模型,结果表明,在梁跨度位置处的连续性(运动学和力)条件对应于分层区域的末端,特别是,在“自由模式”模型制定中发挥了重要作用。研究了文献中的当前趋势,并介绍了对不同类型的建模技术和约束类型的了解。另外,先前在文献中可获得的数据和从基于有限元的商业软件获得的数据被用于验证所提出的建模方案并验证此处分析的系统的固有频率的正确性。本文最后对提出的理论和建模方法进行了一般性讨论和总结。

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