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Constitutive modelling of fibre-reinforced composites with unidirectional plies using a plasticity-based approach

机译:基于可塑性的单向纤维增强复合材料的本构模型

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This paper presents the development of a constitutive model able to accurately represent the full nonlinear mechanical response of polymer-matrix fibre-reinforced composites with unidirectional (UD) plies under quasi-static loading. This is achieved by utilising an elasto-plastic modelling framework. The model captures key features that are often neglected in constitutive modelling of UD composites, such as the effect of hydrostatic pressure on both the elastic and non-elastic material response, the effect of multi-axial loading and dependence of the yield stress on the applied pressure. The constitutive model includes a novel yield function which accurately represents the yielding of the matrix within a unidirectional fibre-reinforced composite by removing the dependence on the stress in the fibre direction. A non-associative flow rule is used to capture the pressure sensitivity of the material. The experimentally observed translation of subsequent yield surfaces is modelled using a non-linear kinematic hardening rule. Furthermore, evolution laws are proposed for the non-linear hardening that relate to the applied hydrostatic pressure.Multiaxial test data is used to show that the model is able to predict the non-linear response under complex loading combinations, given only the experimental response from two uniaxial tests.
机译:本文提出了一种本构模型的开发,该模型能够精确地表示准静态载荷下单向(UD)层的聚合物基纤维增强复合材料的完整非线性力学响应。这是通过利用弹塑性建模框架来实现的。该模型捕获了UD复合材料本构模型中经常忽略的关键特征,例如静水压力对弹性和非弹性材料响应的影响,多轴载荷的影响以及屈服应力对所施加材料的依赖性压力。本构模型包括一个新颖的屈服函数,该函数通过消除对纤维方向应力的依赖性,可以准确地表示单向纤维增强复合材料内基体的屈服。非关联流规则用于捕获材料的压力敏感性。使用非线性运动硬化规则对后续屈服面的实验观察到的平移进行建模。此外,提出了与施加的静水压力有关的非线性硬化的演化规律。多轴试验数据表明,该模型能够预测复杂载荷组合下的非线性响应,仅给出了来自两次单轴测试。

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