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首页> 外文期刊>Journal of Sandwich Structures and Materials >Failure Response of Two Serial Bolted Aluminum Sandwich Composite Plates
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Failure Response of Two Serial Bolted Aluminum Sandwich Composite Plates

机译:两块串联螺栓式铝夹芯复合板的失效响应

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摘要

The scope of this study is to examine the failure response in an aluminum-glass-epoxy sandwich composite plate with two serial circular holes, which is subjected to a traction force by two serial bolts. To determine the effects of joint geometry and applied/without preload moments on the bearing strength and failure mode, parametric studies were carried out experimentally. The end distance to diameter(E/D)and width to diameter(W/D)ratios in the specimens were designed from 1-5 to 2-5, respectively, whereas the distance between two serial holes and diameter ratio were fixed as 4. Besides, each type of specimen were tested under various applied preload moments as 2, 3, 4, 5Nm and without preload moments (0 Nm). According to the experimental results, the bearing strength and maximum failure load generally increase by increasing E/D and W/D ratios and of applied preload moments. Besides, failure modes strictly affected these parameters.
机译:本研究的范围是研究具有两个连续圆形孔的铝-玻璃-环氧树脂夹心复合材料板的失效响应,该板通过两个连续的螺栓承受牵引力。为了确定关节的几何形状以及施加/不施加预紧力矩对轴承强度和破坏模式的影响,通过实验进行了参数研究。试样的端到直径比(E / D)和宽比直径(W / D)分别设计为1-5至2-5,而两个连续孔之间的距离和直径比固定为4此外,每种类型的样品都在各种施加的预紧力矩为2、3、4、5Nm且没有预紧力矩(​​0 Nm)的情况下进行测试。根据实验结果,通常通过增加E / D和W / D比以及施加的预紧力矩来增加轴承强度和最大破坏载荷。此外,故障模式严格影响这些参数。

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