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Experimental and finite elements study of the behaviour of a double shear bolted joint submitted to tensile and bending forces

机译:试验和有限元研究了螺栓接头的行为,提交到拉伸和弯曲力

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A great deal of work has been done since 1950 to improve the design of the bolted joint. In this paper a series of tests on a double shear blted joint was performed both by finite elements methods and testing machine. The parameters of the study are the ratio R (tensile stress/bending stress) and the tightening torque Q.We notice that the maxium stress at the hole edge evolves according to R. The most loaded fasteners are located in the tesnile part of the joint. The likeness of the distribution of stress obtained by numerical study and photostress analysis is remarkable. We also noticed a good correlation between the results proposed by finite elements analysis and strain gages measurements when the tightening torque is small. When the tightening force is great, there is a gap between the two results. The load transferred by the first and the last line becomes greater and greater when the tightening force increases. This increase of the tightening force gives rise to a bad distribution of the load perline of fastener and coneuently a bad distribution of stress concentration around the fastener's hole.
机译:自1950年以来,已经完成了大量工作,以改善螺栓连接的设计。本文通过有限元方法和试验机进行双剪切弹性接头上的一系列测试。该研究的参数是比率R(拉伸应力/弯曲应力)和紧固扭矩Q.we注意到孔边缘处的尖锐应力根据R而演变。最负载的紧固件位于关节的肌腱部分中。通过数值研究获得的压力分布的相似性显着。我们还注意到当紧固扭矩小时,有限元分析和应变计测量所提出的结果之间的良好相关性。当紧固力很大时,两种结果之间存在差距。当紧固力增加时,第一线和最后一行传递的负载变得更大,更大。这种紧固力的增加产生了紧固件的负荷均匀的良好分布,并在紧固件孔周围的应力集中的不良分布。

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