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Modelling of Composite Laminates Based on Isogeometric Layerwise Theory

机译:基于等几何分层理论的复合材料层板建模

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The isogeometric paradigm is used to develop a displacement-based layerwise model for thick composite laminates. Layerwise theories provide accurate prediction of the three-dimensional stress state that is of prime importance in structural design. This is in sharp contrast to the class of equivalent single layer theories that yield no or inaccurate information about the transverse stress components. The key idea of layerwise methods is to impose different continuity requirements on the functions of approximation in the in-plane and out-of-plane directions. While maintaining higher-order continuity of the basis functions within a single layer is desirable, continuity of the transverse stresses, dictated by the equilibrium consideration, requires C~0-continuous basis at the interface of adjacent plies. Contrary to previously introduced approaches, the latter conditions can be naturally facilitated through conscious use of isogeometric refinement schemes. The details of the proposed approach are presented in a non-uniform rational B-spline based isogeometric framework. Combining the introduced layerwise and equivalent single layer theories, a multiple model analysis is presented. The aim is to demonstrate the use of the different models within predefined regions of a single laminate and to study the influence of the size of the layerwise region on the accuracy of transverse stresses. Finally, the multi model analysis concept is employed to simulate laminates with existing delaminations. The proposed models are verified considering laminated composite plate under cylindrical bending. The numerical results confirm the accuracy of the proposed models. The displacement and stresses are compared to the existing solutions and good agreement is found. It is also shown that the isogeometric layerwise approach outperforms its traditional Lagrange polynomial-based finite element counterpart on a per degree of freedom basis.
机译:等几何范式用于为厚的复合材料层压板开发基于位移的分层模型。分层理论提供了对三维应力状态的准确预测,这在结构设计中至关重要。这与一类等效单层理论形成鲜明对比,后者不产生有关横向应力分量的信息,也没有得出不正确的信息。分层方法的关键思想是在平面内和平面外方向上对逼近函数施加不同的连续性要求。虽然在单层内保持基函数的高阶连续性是理想的,但由平衡考虑决定的横向应力的连续性要求在相邻层的界面处为C〜0连续基。与先前介绍的方法相反,可以通过有意识地使用等几何细化方案自然地促进后面的条件。在基于非均匀有理B样条的等角几何框架中介绍了所提出方法的详细信息。结合引入的分层理论和等效的单层理论,提出了一种多模型分析方法。目的是证明在单个层压板的预定区域内使用不同的模型,并研究分层区域的尺寸对横向应力精度的影响。最后,采用多模型分析概念来模拟具有现有分层的层压板。考虑了层合复合板在圆柱弯曲下的变形,对提出的模型进行了验证。数值结果证实了所提出模型的准确性。将位移和应力与现有解决方案进行了比较,并找到了很好的一致性。还表明,在每自由度的基础上,等几何分层方法优于其传统的基于Lagrange多项式的有限元对应方法。

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