Hadi Abbaszadeh , Yusuke Mochida , Alessandro Fascetti
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引用次数: 0
Abstract
The rapidly increasing use of pultruded glass fiber reinforced polymer (GFRP) elements in structural engineering applications brings opportunities and challenges for novel modeling strategies to simulate the mechanical behavior of this class of materials with higher accuracy and computational efficiency. In this context, this work introduces a new methodology using the Voronoi-cell Lattice Model (VCLM), a form of random lattice modeling, to simulate the elastic behavior of orthotropic GFRP structural elements, directly accounting for any admissible combination of fiber-to-matrix stiffness ratio and fiber orientation. First, the manuscript introduces the analytical derivations required to evaluate the elastic properties to assign to the lattice elements as a function of the geometrical relationships between the material planes of symmetry and the element orientation. The model is verified against analytical solution of canonical deformation problems, and further validated by means of experimental data previously obtained by the co-authors. Moreover, the numerical predictions are also compared to established theories such as the Tsai-Hill and Kim’s criteria. Following validation, a sensitivity analysis is carried out to investigate the influence of different fiber-to-matrix and Young’s modulus ratios on the macroscopic response of the structures. Results demonstrate that both mechanical parameters significantly influence the macroscopic elastic response (i.e., macroscopic stiffness and Poisson’s ratio) when employing a discrete lattice network discretization. These findings provide a new understanding of the capabilities and challenges associated with the adoption of random lattice modeling approaches for the simulation of non-isotropic media, with particular attention devoted to establishing formal relationships between the lattice-level mechanical parameters and the resulting macroscopic response of the structures.
拉挤玻璃纤维增强聚合物(GFRP)元件在结构工程应用中的迅速增加,为以更高的精度和计算效率模拟这类材料的力学行为的新型建模策略带来了机遇和挑战。在这种情况下,本工作引入了一种新的方法,使用Voronoi-cell Lattice Model (VCLM),一种随机晶格建模形式,来模拟正交异性玻璃钢结构元件的弹性行为,直接考虑纤维与基体刚度比和纤维取向的任何可接受组合。首先,该手稿介绍了作为对称材料平面和元素方向之间几何关系的函数来评估分配给晶格元素的弹性特性所需的解析推导。利用正则变形问题的解析解对模型进行了验证,并利用作者先前获得的实验数据进一步验证了模型的正确性。此外,数值预测也比较了既定的理论,如蔡希尔和金的标准。在验证之后,进行了灵敏度分析,以研究不同纤维与基体和杨氏模量比对结构宏观响应的影响。结果表明,当采用离散晶格网络离散化时,这两个力学参数对宏观弹性响应(即宏观刚度和泊松比)都有显著影响。这些发现提供了与采用随机晶格建模方法模拟非各向同性介质相关的能力和挑战的新理解,特别关注建立晶格级力学参数与由此产生的结构宏观响应之间的形式关系。