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Characterization of the uncertainties in the constitutive behavior of carbon nanotube/cement composites

机译:碳纳米管/水泥复合材料本构行为不确定性的表征

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摘要

This paper addresses the uncertainties associated with using carbon nanotubes (CNTs) as reinforcement for cement. These uncertainties emerge mainly from the CNTs’ wide range of mechanical properties and their interfacial behavior with cement. This study sheds light on the basis of choosing the optimal combinations of CNTs mechanical and interfacial parameters to improve the structural strength and ductility of CNT-reinforced cementitious composites. The finite element method (FEM) is employed to study the individual and interactive effects of five parameters, including interfacial shear (bond) strength, allowable slip, CNT Young’s modulus, residual bond stress and aspect ratio. Numerical results show that the parameters, at certain ranges of values, interact substantially and greatly alter the mechanical properties of the composite. It is also found that the governing parameter is the CNT Young’s modulus, which determines whether the composite is ductility critical or strength critical. Furthermore, the level of residual bond stress substantially influences the effect of other parameters, especially in the case of composite ductility.
机译:本文探讨了使用碳纳米管(CNTs)作为水泥增强材料的不确定性。这些不确定性主要来自碳纳米管的广泛的机械性能及其与水泥的界面行为。本研究在选择碳纳米管力学和界面参数的最佳组合以提高碳纳米管增强水泥基复合材料的结构强度和延展性的基础上提供了启示。有限元方法(FEM)用于研究五个参数的单独和交互作用,这五个参数包括界面剪切(粘结)强度,允许滑移,CNT杨氏模量,残余粘结应力和长宽比。数值结果表明,参数在一定值范围内会发生很大的相互作用,并极大地改变复合材料的机械性能。还发现控制参数是CNT杨氏模量,它决定了复合材料是延展性关键还是强度关键。此外,残余粘结应力水平会显着影响其他参数的影响,尤其是在复合材料延展性的情况下。

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