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Friction and wear behavior of CFRP plate in contact with roughened mould steel under high normal pressure

机译:高常压下粗铸钢与粗铸钢接触的摩擦磨损行为

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摘要

The coefficient of static friction of the CFRP-steel couple is a critical parameter required for the prestressed CFRP anchor design. The short-term friction and wear performance of commercially available CFRP plates in contact with roughened mould steel were investigated experimentally in normal pressure range of 20-100 MPa. To obtain various roughness levels, surface features of mould steel plates were altered by three surface treatment methods including polishing, chemical corrosion and machinery. The experimental coefficient of friction was in the range of 0.11-0.33 corresponding to various parameters. The effects of steel surface roughness and normal pressure on the coefficient of friction were also studied by considering different CFRP thicknesses, and the results show that greater coefficient of friction can be obtained through the proper combination of steel roughness level and the normal pressure applied in different thickness CFRP plates. Furthermore, a visual inspection of wear behavior demonstrated that the increasing wear debris reduces the coefficient of friction after the CFRP sliding due to a self lubrication effect, and the thicker CFRP plate has higher resistance to the ploughing action, and thus attains a larger coefficient of friction contacting with roughened surface. (C) 2019 Elsevier Ltd. All rights reserved.
机译:CFRP - 钢耦合的静摩擦系数是预应力CFRP锚设计所需的关键参数。实验在20-100MPa的正常压力范围内实验研究了与粗糙模钢接触的市售CFRP板的短期摩擦和磨损性能。为了获得各种粗糙度水平,模具钢板的表面特征通过三种表面处理方法改变,包括抛光,化学腐蚀和机械。实验系数摩擦系数为0.11-0.33,对应于各种参数。通过考虑不同的CFRP厚度,还研究了钢表面粗糙度和正常压力对摩擦系数的影响,结果表明,通过钢粗糙度水平的适当组合和施加的常规压力可以获得更大的摩擦系数。厚度CFRP板。此外,对磨损行为的目视检查表明,由于自润滑效应,增加的磨损碎片在CFRP滑动后降低了摩擦系数,并且较厚的CFRP板对犁流动作具有更高的抗性,因此达到更大的系数与粗糙表面接触摩擦。 (c)2019 Elsevier Ltd.保留所有权利。

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