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首页> 外文期刊>Journal of materials science and technology >Theoretical Study of the Fracture in Three-layered Composites Obeying Non-linear Stress-Strain Relations
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Theoretical Study of the Fracture in Three-layered Composites Obeying Non-linear Stress-Strain Relations

机译:遵循非线性应力-应变关系的三层复合材料断裂的理论研究

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The present study concerns with the non-linear fracture in three-layered polymer composite beam subjected to tension. The inner layer is made by composite material for which unlimited validity of the Hook's law is supposed. The mechanical behaviour of the composite building the outer layers is modeled using three different non-linear stress-strain diagrams. It is assumed that the beam contains two inter-laminar cracks between the layers. Closed form analytical solutions of path independent J-integral are derived for characteristic magnitudes of external force corresponding to typical values of the stresses and strains in the beam layers. For this purpose, a non-linear model based on Mechanics of materials is used. The solutions obtained are expressed in a function of the external force magnitude and geometrical and physical properties of the layers. This paper contributes towards developing methods for non-linear analysis of inter-laminar fracture in three-layered composite beams.
机译:本研究涉及三层聚合物复合材料梁受拉时的非线性断裂。内层是由复合材料制成的,假设其具有无限的胡克定律有效性。使用三个不同的非线性应力-应变图对构建外层的复合材料的机械性能进行建模。假定梁在层之间包含两个层间裂缝。对于与梁层中应力和应变的典型值相对应的外力特征量,得出了与路径无关的J积分的闭式解析解。为此,使用了基于材料力学的非线性模型。所获得的解表示为外力大小以及层的几何和物理特性的函数。本文为三层组合梁的层间断裂非线性分析方法的发展做出了贡献。

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