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Validation of FE models for buckling analysis of woven GFRP shells

机译:有限元模型对编织GFRP壳屈曲分析的验证

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摘要

This paper gives the details of a numerical finite element validation study for laminated GFRP cylinders subjected to concentric and eccentric compression. The laminates are of type `Rovimat 1200' consisting of woven glass fibre roving, with a chipped mat on one side, within a polyester resin matrix. Two and three-ply cylinders with various orthogonal orientations are considered, for which the nominal radius-to-thickness ratio is about 108 and 72, respectively. The numerical results are compared to findings from a previous experimental investigation in which detailed measure elements were obtained. Following a brief description of the experimental work, details of the development of suitable finite element models are presented and associated limitations are highlighted. Careful attention is given to thickness idealisation as well as the introduction of geometric imperfections into the numerical models. Both linear eigenvalue analysis and geometrically nonlinear simulations are undertaken using a genera purpose finite element program. The correlation between numerical and experimental results is discussed in terms of buckling strength, axial stiffness, buckling deformations and surface strains. The analysis is shown to give a good representation of the buckling behavior of GFRP cylinders of the type examined. It is also concluded that whereas the cylinders appear to be less sensitive to the effects of initial geometric imperfections than their isotropic counterparts, including such imperfections in a geometrically nonlinear analysis does improve the comparison between tests
机译:本文详细介绍了多层GFRP圆柱体承受同心和偏心压缩的数值有限元验证研究。层压板类型为“ Rovimat 1200”,由机织玻璃纤维粗纱组成,在聚酯树脂基体中的一侧有切碎的垫子。考虑具有不同正交方向的两层和三层圆柱体,其标称半径与厚度之比分别约为108和72。将数值结果与先前的实验研究结果进行比较,在该实验中获得了详细的测量元素。在对实验工作进行简要说明之后,将介绍开发合适的有限元模型的详细信息,并突出显示相关的限制。仔细注意厚度的理想化,以及将几何缺陷引入数值模型。线性特征值分析和几何非线性仿真均使用通用有限元程序进行。根据屈曲强度,轴向刚度,屈曲变形和表面应变讨论了数值结果与实验结果之间的相关性。该分析表明可以很好地表示所检查类型的GFRP钢瓶的屈曲行为。还得出结论,虽然圆柱体似乎比各向同性圆柱体对初始几何缺陷的影响不那么敏感,但在几何非线性分析中包括这种缺陷确实可以改善测试之间的比较

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