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首页> 外文期刊>Composite Structures >A constitutive model for fiber-reinforced polymer plies accounting for plasticity and brittle damage including softening - Implementation for implicit FEM
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A constitutive model for fiber-reinforced polymer plies accounting for plasticity and brittle damage including softening - Implementation for implicit FEM

机译:纤维增强聚合物层的本构模型考虑了塑性和脆性损伤(包括软化)-隐式有限元的实现

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摘要

A constitutive ply model is developed to allow for the simulation of laminated structures made of fiber-reinforced polymers. The model accounts for stiffness degradation accompanied by strain hardening (i.e. distributed brittle damage), unrecoverable strain accumulation (i.e. multi-surface plasticity), and stiffness degradation accompanied by strain softening (i.e. localized brittle damage). Owing to the characteristics of such ply materials the model handles these effects and their evolutions in an anisotropic manner. The constitutive model is briefly reviewed with respect to distributed damage and plasticity, and the extension to incorporate softening is given in detail. The implementation as material routine for an implicit FEM package and the computation of the material Jacobian matrix is presented. Additional measures are adopted for improving/achieving convergence, as being required for the treatment of material softening within numerical solution schemes. The application of the constitutive model for structural analysis is demonstrated by presenting simulation results from Open Hole Tension configurations. The predictions include the overall non-linear response until structural failure and the local distribution and evolution of the mechanisms incorporated in the constitutive ply model. Discussion of these results and comparison to literature show that crucial intra-ply mechanisms are captured well by the proposed constitutive model.
机译:开发了本构层模型以模拟由纤维增强聚合物制成的层压结构。该模型考虑了伴随应变硬化(即分布的脆性破坏),不可恢复的应变累积(即多表面可塑性)伴随的刚度降低,以及伴随应变软化(即局部脆性破坏)的不可恢复应变。由于这种帘布层材料的特性,该模型以各向异性的方式处理了这些效应及其演变。就分布损伤和可塑性而言,简要回顾了本构模型,并详细介绍了引入软化的扩展。提出了作为隐式FEM包的材料例程的实现以及材料雅可比矩阵的计算。在数值解方案内,为处理材料软化需要采取其他措施来改善/实现收敛。本构模型在结构分析中的应用通过展示裸眼张力构型的模拟结果来证明。这些预测包括整体非线性响应,直到结构破坏以及本构层模型中所包含机制的局部分布和演化。对这些结果的讨论以及与文献的比较表明,所提出的本构模型很好地捕获了关键的层内机制。

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