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A coupled DQ-Heaviside-NURBS approach to investigate nonlinear dynamic response of GRE cylindrical shells under impulse loads

机译:一种耦合DQ - 沉重的NURBS方法,用于研究脉冲载荷下GRE圆柱壳的非线性动力响应

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As a first endeavour, nonlinear dynamic response of the glass fibre-reinforced epoxy (GRE) laminated composite cylindrical shells under an impulse load is investigated based on the first-order shear deformation theory (FSDT) of shells. Green's strain and von Karman hypothesis are assumed to consider the geometrical nonlinearity due to large deformation in the model. A new solution procedure composed of the differential quadrature method (DQM) based on the direct projection of the Heaviside function and a non-uniform rational B-spline (NURBS) based multi-step time integration scheme is employed to discretize the governing equations in the spatial and temporal domains, respectively. The approach is validated by showing its fast convergence rate and performing comparison studies with available solutions in the limited available cases. A comprehensive parametric study is performed then on the model and the effects of the geometrical parameters, number of layers, load location, time durations, and types of impulse loading on the nonlinear dynamic responses of GRE laminated composite cylindrical shells are investigated.
机译:作为第一种努力,基于壳体的一阶剪切变形理论(FSDT),研究了玻璃纤维增​​强环氧树脂(GRE)层压复合圆柱壳的非线性动力响应。假设绿色的应变和von Karman假设由于模型中的大变形而考虑几何非线性。一种新的解决方案过程,基于差分函数的直接投影和基于非均匀的RATIONATE B-QTALE(NURB)的多步时间集成方案的差分正交方法(DQM)组成,用于将控制方程分开空间和时间域分别。通过显示其快速收敛速率和具有有限可用案例中可用解决方案的比较研究来验证该方法。研究了综合的参数研究,然后进行了对GRE层压复合圆柱壳的非线性动态响应的几何参数,层数,负载位置,时间持续时间的脉冲负荷的效果,层数,载荷位置,时间持续时间的效果。

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