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Investigation on Shear Strength of Steel-Polymer Adhesive Interface in Plastic Pipe Reinforced by Cross Helically Wound Steel Wires

机译:螺旋交叉缠绕钢丝增强塑料管中钢-聚合物粘合界面的剪切强度的研究

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Shear strength of fibre-matrix adhesive interface is crucial important to the mechanical performance of fibre-reinforced plastic pipes and fittings, due to its function for load transfer between the fibre and the matrix. In this study, pull-out tests of steel-polymer specimens were carried out with different embedded lengths. Ultrasonic scanning was adopted to monitor the failure procedure of the interface. From the analysis of UT scanning graphs, it could be determined that the studied steel-polymer interface failed rapidly on the whole embedded length under the maximal pull-out force, but not in the manner that crack initiated from a stress concentration point under a relatively small pull-out force and then propagated gradually. Different kinds of pull-out analytical models were discussed. Finally the analytical model of yielding interface was applied to characterize the steel-polymer interfacial adhesive property. Combing with experimental results of pull-out tests of different embedded lengths, the nominal bond shear strength was calculated out.
机译:纤维-基质粘合剂界面的剪切强度对纤维增强塑料管和配件的机械性能至关重要,因为它具有在纤维和基体之间传递载荷的功能。在这项研究中,以不同的嵌入长度进行了钢-聚合物试样的拉拔试验。采用超声波扫描监控接口的故障过程。通过UT扫描图的分析,可以确定所研究的钢-聚合物界面在最大拉拔力下在整个埋入长度上迅速失效,而不是以在相对应力下从应力集中点开始产生裂纹的方式较小的拔出力,然后逐渐传播。讨论了不同种类的拉出分析模型。最后,利用屈服界面分析模型对钢-聚合物界面的粘结性能进行了表征。结合不同嵌入长度的拉拔试验的实验结果,计算出名义粘结剪切强度。

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