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Dynamic analysis of generally laminated composite beam with a delamination based on a higher-order shear deformable theory

机译:基于高阶剪切可变形理论的层状普通叠合复合梁的动力分析

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摘要

In this study, the dynamic response of the laminated composite beam with arbitrary lay-ups has been investigated within the framework of the third-order shear deformation theory using the finite element method. A new three-nodded finite element compliant with the theory is introduced next. To deal with the dynamic contact between the delaminated segments, unilateral contact constraints are employed in conjunction with Lagrange multiplier method. Furthermore, the Poisson's effect is incorporated in the formulation of the beam constitutive equation. Also, the higher-order inertia effects and material couplings (flexure-tensile, flexure-twist and tensile-twist couplings) are considered in the formulation. Results are extracted based on two methods namely the Eigen-value techniques for frequencies and the Newmark method to calculate the transient response. Then, the obtained results have been verified with the other results available in the literature and very good agreements have been observed. Furthermore, the new results have been obtained for the case where the excitation was due to a movingon-moving force.
机译:在这项研究中,在有限元方法的三阶剪切变形理论的框架内,研究了任意叠层的层合组合梁的动力响应。接下来介绍一种符合该理论的新的三点有限元。为了处理分层段之间的动态接触,结合Lagrange乘数法采用单边接触约束。此外,泊松效应被包含在梁本构方程的公式中。同样,在配方中考虑了较高阶的惯性效应和材料耦合(挠曲-拉伸,挠曲-扭转和拉伸-扭转耦合)。基于两种方法提取结果,即频率的特征值技术和Newmark方法以计算瞬态响应。然后,将获得的结果与文献中提供的其他结果进行了验证,并且观察到非常好的一致性。此外,对于由于运动/非运动力而激发的情况,已经获得了新的结​​果。

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