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A novel 3D mixed finite-element model for statics of angle-ply laminates

机译:一种新颖的3D混合有限元模型,用于角膜层合板的静力学

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摘要

Analysis of angle-ply laminates becomes critical and computationally involved because of the presence of extension-shear coupling. A refined three-dimensional, mixed, 18-node finite-element (FE) model has been developed to analyse angle-ply laminates under static loading. The minimum potential energy principle has been used for the development of the mixed FE model, where the transverse stress components (τ_(xz), τ_(yz) and σ_z, where z is the thickness direction) have been incorporated as the nodal degrees of freedom, in addition to the three displacement fields. Further, continuity of transverse stress fields through the thickness of the plate and layerwise continuity of displacement field have been enforced in the formulation. Because all the constitutive and the compatibility conditions have been ensured within the continuum, the present formulation is unique amongst the family of mixed FE models. Results have been obtained for various angle-ply laminates and compared with analytical and finite-element solutions, which have been found to be in good agreement with them. Some new results on angle-ply with clamped-clamped support condition have also been presented to serve as benchmark results.
机译:由于存在延伸-剪切耦合,因此角膜层板的分析变得至关重要,并且需要进行计算。已开发出一种精巧的三维混合18节点有限元(FE)模型,以分析静载荷下的角铺层层压板。最小势能原理已用于混合有限元模型的开发,其中已将横向应力分量(τ_(xz),τ_(yz)和σ_z,其中z为厚度方向)作为节点的节点度。自由,除了三个位移场。此外,在配方中已增强了贯穿板厚度的横向应力场的连续性和位移场的逐层连续性。因为在连续区内已确保了所有本构和相容性条件,所以本配方在混合有限元模型家族中是独一无二的。已经获得了各种斜角层板层压板的结果,并与分析和有限元解决方案进行了比较,发现它们与它们非常吻合。夹层支撑条件下的夹角板的一些新结果也被提出作为基准结果。

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