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Hierarchical finite element-based multi-scale modelling of composite laminates

机译:基于分层有限元的复合层压材料的多尺度建模

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This paper presents a hierarchic finite element-based computational framework for the multi-scale modelling of composite laminates. Hierarchic finite elements allow changing the approximation order locally or globally without changing the underlying finite element mesh. Both micro- and macro-level structures are discretised with these elements. The macro-level structures of composite laminates are divided into several blocks during the pre-processing stage, and approximation orders are assigned to each block independently. Due to a sharp increase in the interlaminar stresses, higher approximation orders are used in the vicinity of free edges as compared to the rest of the problem domain. This freedom of assigning approximation orders independently to each block provides an efficient and accurate way for modelling composite laminates. The computation framework can either accept the user-defined ply-level homogenised elastic material properties or calculates these directly from the underlying representative volume element consisting of matrix and fibre using the computational homogenisation. The model developed for the computational homogenisation has the flexibility of unified imposition of representative volume element boundary conditions, which allows convenient switching between linear displacement, uniform traction and periodic boundary conditions. The computational framework has additional flexibly of high-performance computing and makes use of state-of-the-art computational libraries including Portable, Extensible Toolkit for Scientific Computation (PETSc) and the Mesh-Oriented datABase (MOAB). Symmetric cross-ply, angle-ply and quasi-isotropic laminates subjected to uniaxial loading are used as test cases to demonstrate the correct implementation and computational efficiency of the developed computational framework.
机译:本文介绍了复合层压板的多尺度建模的基于分层有限元的计算框架。分层有限元允许在本地或全局中更改近似顺序而不改变底层有限元网。微型和宏观级结构与这些元素离散。在预处理阶段期间,复合层压板的宏观级结构被分成几个块,并且独立地分配给每个块的近似令。由于跨域应力的急剧增加,与问题域的其余部分相比,在自由边缘附近使用较高的近似令。这种分配给每个块的近似订单的自由提供了用于建模复合层压材料的有效和准确的方法。计算框架可以接受用户定义的底级均匀的弹性材料特性,或者通过使用计算均化的基质和光纤组成的基础代表体积元素直接计算它们。为计算均化开发的模型具有统一施加代表体积元素边界条件的灵活性,这允许在线性位移,均匀牵引和周期边界条件之间方便地切换。计算框架具有灵活性的高性能计算,并利用最先进的计算库,包括用于科学计算(PETSC)和以​​网格化数据库(MOAB)的便携式可扩展工具包。对称的十字帘布层,角度级和对准单轴载荷的准层压层被用作测试用例,以证明所发育的计算框架的正确实施和计算效率。

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