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Damage evolution and stiffness reduction in GFRP tubes

机译:GFRP管中的损伤进化和刚度降低

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The 2-dimensioiial stiffness reduction in longitudinal loaded thin-walled tubes was investigated by experimental procedures and compared to an analytical displacement model. Two fiber-lay-ups, ±45° and ±55° tubes, were manufactured for testing. The tubes were step loaded, and normalized stiffness was plotted as a function of the normalized matrix crack density. The experimental results were analyzed and compared lo an analytical model (Vedvik, 1999). A model that was developed for predicting the stiffness degradation in angle-ply laminates, and which assumes transverse microcracks with equal spacing throughout the structure. Failure initiation took the form of distributed microcracks, which in turn coalesced into approximately evenly spaced macrocracks. As the damage grew, the stiffness of the damaged ply as well as the stiffness of the entire laminate was reduced. For both ±45° and ±55° tubes, the experimental tests corresponded well to the analytical model. According to the findings, one can conclude that the experimental results meet well with the analytical results. However, better agreement between experiments and current analytical model can be achieved by taking into account pre-existing imperfections in the structures.
机译:通过实验程序研究了纵向负载薄壁管中的2-维刚度降低,并与分析位移模型相比。制造两个纤维叠层,±45°和±55°管,用于测试。管是加载的步骤,并且作为归一化基质裂纹密度的函数绘制归一化刚度。分析了实验结果并比较了解析模型(Vedvik,1999)。开发用于预测角度层压板的刚度降解的模型,并且假设在整个结构中具有相等间隔的横截面。失败启动采取了分布式微裂纹的形式,又将其融入大致均匀间隔的MacRecracks。由于损坏成长,减少了损坏的帘布层的刚度以及整个层压板的刚度。对于±45°和±55°°的管,实验试验对应于分析模型。根据调查结果,可以得出结论,实验结果与分析结果良好。然而,通过考虑结构预先存在的缺陷,可以实现实验与当前分析模型之间的更好的协议。

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