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Behavior of Single and Double Bolted Staggered Joint in Thick Composite Plates

机译:厚复合板中单螺栓和双螺栓交错节点的行为

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Although staggered arrangements in bolted connections can offer good area usageespecially for narrow members, it has the most complex stress fields. In this paper, a3D finite element model was developed to analyze single and double lapped boltedcomposite plates. The modeling technique was validated with published experimentaland numerical works. Different bolt arrangements were selected combined with otherparameters like number of bolts, clamping force, and friction coefficient. Thestaggered bolt arrangements in composite plates were studied and compared withother different bolting patterns. It was found that in the absence of clamping force, partof load will be transferred by friction due to the effect of secondary stresses, which canbe increased by increasing the friction coefficient. Furthermore, the staggered patternsproduced horizontal forces that could cause cracks in the composite material if it wasnot taken into consideration during the composite laminates design.
机译:尽管螺栓连接中的交错排列可以提供良好的区域使用率 特别是对于狭窄的成员,它具有最复杂的应力场。在本文中, 开发了3D有限元模型来分析单和双搭接螺栓 复合板。该建模技术已通过已发表的实验进行了验证 和数字作品。选择了不同的螺栓布置,并与其他螺栓组合 参数,例如螺栓数量,夹紧力和摩擦系数。这 研究了复合板中错开的螺栓布置并与之比较 其他不同的螺栓连接方式。发现在没有夹紧力的情况下,一部分 由于次级应力的影响,摩擦力将转移一部分负载,这可能会 通过增加摩擦系数来增加。此外,交错的图案 产生的水平力可能会导致复合材料破裂 在复合层压板设计中未考虑在内。

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