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Transverse impact behavior and residual axial compression characteristics of braided composite tubes: Experimental and numerical study

机译:编织复合管的横向冲击性能和残余轴向压缩特性:实验和数值研究

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摘要

In this study, transverse low-velocity impact response and residual axial compression behavior of braided composite tube with different ply number was investigated by experimental and numerical methods. The transverse low-velocity impact tests with 5.6 J energy were conducted on the composite tubes. The quasi-static axial compression performance of intact and pre-impacted tubes was compared to evaluate the effect of impact damage. A two-step finite element (FE) model was also established to reveal damage mechanisms of braided tube under impact loading and following axial compression. It was found that the wall thickness had a significant influence on the impact response. Obvious structural deformation occurred in 2-ply tube when subjected to impact loading, resulting in a large projected delamination area. In following axial compression process, the delamination failure significantly reduced the local compression stiffness and caused a structural instability, which led to a buckling failure mode. In contrast, increasing bending stiffness of 3 or 4-ply tube suppressed its structural deformation during impact, leading to a confined projected delamination area and therefore the buckling of tube wall was prevented effectively when subjected to axial compression. For all impacted tubes, the transition of failure mode from progressive folding mode in intact tube led to a lower energy absorption capacity per composite ply, especially for 2-ply tube.
机译:在该研究中,通过实验和数值方法研究了具有不同层数的编织复合管的横向低速冲击响应和残留轴向压缩性。在复合管上进行了5.6J能量的横向低速冲击试验。比较完整和预撞击管的准静态轴向压缩性能,以评估冲击损伤的效果。还建立了两步有限元(FE)模型,以揭示抗冲击载荷和轴向压缩下的编织管的损伤机制。发现壁厚对冲击反应产生了显着影响。在受冲击载荷时,2层管中发生明显的结构变形,导致较大的投影分层区域。在以下轴向压缩过程中,分层故障显着降低了局部压缩刚度并导致结构不稳定,从而导致屈曲失效模式。相反,增加3或4层管的弯曲刚度抑制其在撞击期间的结构变形,导致受限的突出的分层区域,因此在受到轴向压缩时有效地防止管壁的屈曲。对于所有撞击管,在完整管中从渐进式折叠模式的故障模式的转变导致每个复合层的较低的能量吸收能力,特别是对于2层管。

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