横向和纵向荷载下石墨烯/Al层状梁的弯曲特性

Bending properties of graphene/Al layered beams under transverse and longitudinal loads

  • 摘要: 采用分子动力学(MD)方法模拟了石墨烯(GNs)/Al层状梁在横向荷载和纵向压缩下的弯曲变形,探究了层状梁弯曲特性的影响因素。从横向荷载下的弯曲结果可见,由于层间作用的影响,层状梁的弯曲刚度随着GNs层数的增加而不断降低。GNs/Al层状梁的弯曲机制并非由GNs和Al组分特性的简单相加,这使经典连续力学难以适用于高各向异性的层状材料中。在单轴纵向压缩中,GNs使细长的层状梁在塑性变形前更易发生屈曲行为。发生屈曲的临界应力σcr和临界应变εcr主要受层状梁中重复层厚度的影响,尤其在重复层厚度不足2 nm时,σcrεcr急剧降低。屈曲后的弯曲变形中,位错形核的拉-压不对称性使原子缺陷仅从受压缩的地方产生。随着GNs层数的增加,重复层间距离降低,层状梁的柔韧性随之增加。

     

    Abstract: Molecular dynamics (MD) method was used to simulate the bending deformation of graphene (GNs)/Al layered beams under transverse load and longitudinal compression, and the influencing factors of the bending characteristics of the laminated beams were investigated. It can be seen from the bending results under transverse load that the bending stiffness of the layered beam decreases with the increase of the number of GNs layers due to the effect of interlayer action. The bending mechanism of GNs/Al layered beams is not simply the addition of GNs and Al component properties, which makes it difficult to apply classical continuum mechanics to high anisotropy layered materials. In uniaxial longitudinal compression, GNs makes the slender beam more prone to buckling before plastic deformation. The critical stress (σcr) and critical strain (εcr) of buckling are mainly affected by the thickness of the repeating layer in the layered beam, especially when the thickness of the repeating layer is less than 2 nm, the σcr and εcr decrease sharply. In flexural deformation after buckling, the tension-pressure asymmetry of dislocation nucleation causes atomic defects to occur only from the compressed place. As the number of GNs increases and the distance between repeated layers decreases, the flexibility of the layered beam increases.

     

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