This paper presents the results of laboratory testing and mathematical modeling which describe the performance of a stainless steel wedge anchorage system for Carbon Fiber Reinforced Pol'/> Experimental and Analytical Investigation of a Stainless Steel Anchorage for CFRP Prestressing Tendons
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Experimental and Analytical Investigation of a Stainless Steel Anchorage for CFRP Prestressing Tendons

机译:CFRP预应力筋筋不锈钢锚固装置的试验和分析研究

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align="left">This paper presents the results of laboratory testing and mathematical modeling which describe the performance of a stainless steel wedge anchorage system for Carbon Fiber Reinforced Polymer (CFRP)? tendons under static loading conditions. It was found that as the presetting load increased, the displacement of the rod and sleeve decreased. A finite element model (FEM) consisting of three contact surfaces was applied to simulate the anchor components and successfully model the displacement of the rod. An analytical model based on thick cylinder analogy was used to verify the contact pressure on the CFRP rod determined by FEM. A parametric study was conducted using FEM to investigate the effects of varying the presetting load and coefficient of friction between the anchor components. It was found that the effect? of the coefficient of friction at the wedge barrel surface was minimal in comparison to the effect of the presetting load and coefficient of friction between the rod and sleeve.
机译:align =“ left”>本文介绍了实验室测试和数学建模的结果,这些结果描述了碳纤维增强聚合物(CFRP)的不锈钢楔形锚固系统的性能?静态载荷条件下的钢筋束。发现随着预设载荷的增加,杆和套筒的位移减小。应用由三个接触面组成的有限元模型(FEM)来模拟锚固组件并成功地模拟杆的位移。使用基于厚圆筒类比的分析模型来验证由FEM确定的CFRP杆上的接触压力。使用FEM进行了参数研究,以研究改变预设载荷和锚固组件之间的摩擦系数的影响。发现效果如何?与预设载荷和杆与套筒之间的摩擦系数相比,楔形筒表面的摩擦系数最小。

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