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Temperature effect on mechanical performances and failure mechanisms of single-lap countersunk-screwed CFRPI-metal joint

机译:温度对单搭接沉头螺纹CFRPI金属接头力学性能及失效机理的影响

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This paper seeks to experimentally and numerically probe temperature effects on mechanical performances and failure mechanisms of single-lap countersunk-screwed CFRPI-metal joints. Quasi-static tension tests were performed on single-lap countersunk-screwed CCF300/AC721-30CrMnSiA joints at -40 degrees C, -25 degrees C, RT (room temperature), +250 degrees C and +350 degrees C, and temperature impact was analyzed and discussed from experimental results. By considering thermal-mechanical interaction, non-linear shear constitutive relationship and complicated failure modes, an improved PDM (progressive damage model) was devised to simulate mechanical performances and failure mechanisms of single-lap countersunk-screwed CCF300/AC721-30CrMnSiA joints, and the predictions agree well with the experimental results. Based on numerical results, it is demonstrated that temperature effect on joint performances arises from the changes in clamping and friction forces and in interlaminar properties of material with temperature, and delamination around screw hole is likely the primary reason for final failure of joint.
机译:本文试图从实验和数值上探究温度对单搭接沉头螺纹CFRPI金属接头力学性能及失效机理的影响。在-40°C、-25°C、室温、+250°C和+350°C下对单搭接沉头螺纹CCF300/AC721-30CrMnSiA接头进行了准静力拉伸试验,并从实验结果分析讨论了温度影响。通过考虑热力学相互作用、非线性剪切本构关系和复杂破坏模式,设计了一种改进的PDM(渐进损伤模型)来模拟单搭接沉头螺钉CCF300/AC721-30CrMnSiA接头的力学性能和失效机理,预测结果与实验结果吻合较好。数值结果表明,温度对接头性能的影响是由夹紧力和摩擦力以及材料层间性能随温度的变化而产生的,而螺丝孔周围的分层可能是接头最终失效的主要原因。

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