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A model of composite laminated beam based on the global-local theory and new modified couple-stress theory

机译:基于整体局部理论和新修正耦合应力理论的复合层合梁模型

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摘要

In this paper, a model of composite laminated beam based on the global-local theory for new modified couple-stress theory is developed. For the modified couple-stress theory, an anisotropic constitutive relation is suggested. There is only one microlength-scale parameter in each ply of the composite laminated beam. The Reddy beam model of global-local higher-order theory proposed by Chen and Wu (2005) [1 ], which satisfies free surface conditions and the geometric and stresses continuity conditions at interfaces, and is adopted to formulate this model. On the model of laminated beam of modified couple stress theory, the transverse shear stress with scale effect is presented for the first time. Numerical results show that the proposed beam model can capture the scale effect at interfaces of the microstructure of the composite laminated beam.
机译:本文建立了一种基于全局局部理论的新型层合梁模型。对于改进的耦合应力理论,提出了各向异性的本构关系。在复合层压梁的每一层中只有一个微尺度参数。由Chen和Wu(2005)[1]提出的全局局部高阶理论的Reddy模型,它满足自由表面条件以及界面处的几何和应力连续性条件,并被用来构造该模型。在修正耦合应力理论的层合梁模型上,首次提出了具有尺度效应的横向剪应力。数值结果表明,所提出的梁模型能够捕获复合层合梁微观结构界面的尺度效应。

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