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Buckling behaviors of the impacted composite plates

机译:受影响的复合板的屈曲行为

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The aim of this experimental study is to investigate the buckling behaviors after impact of the composite plates. The increasing impact energies, which ranged from approximately 3–15 J, are performed at three different impact points of the composite plates having three different thicknesses until vicinity of the penetration threshold of specimens. After the impact tests, the effects of the different impact points, energy levels, and thickness on the buckling behaviors of the impacted specimens are investigated. Also, compared with nonimpacted specimens, the buckling loads are presented nondimensionally. As expected, the lowest critical buckling load occurs in thin plates impacted at the center point. The critical buckling loads become more stable both by increasing number of layers and in the impact points that are away from the center.
机译:本实验研究的目的是研究复合板撞击后的屈曲行为。在具有三种不同厚度的复合板的三个不同冲击点处执行增加的冲击能量,范围大约为3-15 J,直到样品的穿透阈值附近。冲击试验后,研究了不同冲击点,能级和厚度对冲击试样屈曲行为的影响。而且,与未冲击的试样相比,屈曲载荷是无量纲的。不出所料,最低的临界屈曲载荷发生在中心点受到冲击的薄板上。通过增加层数和远离中心的冲击点,临界屈曲载荷变得更加稳定。

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