Analysis of Nonlinear Flexural Behavior of Thick Composites With Fiber Waviness

H. Chun, S. Lee, I. Daniel
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Abstract

A finite element analysis model was developed to predict flexural behavior of thick composites with uniform, graded and localized fiber waviness. In the analyses, material and geometrical nonlinearties due to fiber waviness were incorporated into the model utilizing energy density and an incremental method. In the model, two kinds of geometrical nonlinearity were considered, one due to reorientation of fibers and the other due to difference of curvatures from one finite element to another during deformation. The finite element analyses utilize the iterative mapping method to incorporate these geometrical nonlinear factors. The model was used to predict not only the flexural behavior of a flat thick composite plate but also of a thick composite plate with initial curvature. Flat composite specimens with various degrees of fiber waviness were fabricated and four-point flexural tests were conducted. The predicted nonlinear behavior by the current model was compared with results from the thin slice model [7] and experiments. Good agreement was observed among them.
含纤维波纹的厚复合材料非线性弯曲性能分析
建立了具有均匀、梯度和局部化纤维波纹的厚复合材料弯曲性能的有限元分析模型。在分析中,利用能量密度和增量法将纤维波纹引起的材料非线性和几何非线性纳入模型。该模型考虑了两种几何非线性,一种是由于纤维的重定向引起的,另一种是由于变形过程中各个有限元之间曲率的差异引起的。有限元分析采用迭代映射的方法来考虑这些几何非线性因素。利用该模型不仅可以预测平面厚复合材料板的弯曲行为,还可以预测具有初始曲率的厚复合材料板的弯曲行为。制作了具有不同纤维波纹度的平面复合材料试件,并进行了四点弯曲试验。将当前模型预测的非线性行为与薄片模型[7]和实验结果进行了比较。他们之间达成了良好的协议。
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