C、R导向加固层加固CFRP螺栓连接

T. Fujii, K. Nakajima, Y. Iwasaki, Naoki Mori, T. Kusaka
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引用次数: 0

摘要

提出了一种考虑螺栓孔周围圆柱应力场的碳纤维增强塑料(CFRP)螺栓连接加固新方法。C层和R层分别为最大拉应力和最大压应力方向的圆形和径向导向补强层。通过双搭接剪切试验,研究了C层和R层对cfrp螺栓连接承载力的影响。试验结果表明,c层有效地防止了节点的剪切破坏,提高了节点的承载力。相比之下,R层在破坏初期和最终阶段都能有效提高节点的承载强度。根据锚杆节点周围的局部应力场,对锚杆节点的加固机理进行了研究。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Strengthening of CFRP Bolted Joints Using C and R Steered Reinforcing Layers
A novelreinforcementmethod for carbon fiberreinforced plastic(CFRP)bolted joints is proposed considering the cylindrical stress fields around bolt holes. The C and R layers are circularly and radially steered reinforcing layers in the directions of the maximum tensile and maximum compressive stresses, respectively. The effects of the C and R layers on the bearing strength ofCFRP bolted jointswere investigated byconducting double lap shear tests.The tests showedthat theC layerwaseffectiveatpreventing theshear-outfailureandincreasing thebearing strength of joints during the ultimate stage of failure.Bycontrast, the R layer was effective at increasing the bearing strength of joints during the initial and ultimate stages of failure. The reinforcement mechanisms were also studied according to the local stress fields around the bolt joints.
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