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Two analogous methods for estimating the compressive strength of fibrous composites

机译:估算纤维复合材料抗压强度的两种类似方法

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In this paper, an analogy is made between the solution of micro-buckling of fibrous composites using a three-dimensional model and that of biaxial bending of reinforced concrete short columns. Two approaches are used; the first one uses a reciprocal formula and the second one uses a bilinear approximation to the non-dimensional stresses interaction equation, to estimate the compressive stress in a fibrous composite. The initial misalignment angles of composite fibers, which are the main parameters in the determination of the compressive strength of fibrous composites, are analogous to load eccentricities in concrete columns. The initial misalignment angles in both directions perpendicular to the axis of the fibers are defined by sinusoidal curves. The compressive strength of different fibrous composites, which also depends on the nonlinear shear stress-strain relationship of the matrix material, is estimated using the present approaches. The results obtained in this study agree well with experimental and analytical results available in the literature.
机译:在本文中,使用三维模型对纤维复合材料的微屈曲解和钢筋混凝土短柱的双轴弯曲解进行了类比。使用两种方法;第一个使用倒数公式,第二个使用双线性近似到无量纲应力相互作用方程式,以估计纤维复合材料中的压应力。复合纤维的初始偏心角是确定纤维复合材料抗压强度的主要参数,类似于混凝土柱的荷载偏心率。垂直于纤维轴线的两个方向上的初始未对准角度由正弦曲线定义。使用本发明的方法估计了不同纤维复合材料的抗压强度,该抗压强度还取决于基体材料的非线性剪切应力-应变关系。在这项研究中获得的结果与文献中的实验和分析结果非常吻合。

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