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PRESTRESSING STEEL REINFORCEMENT WIRE BOND INDEX NUMBER

机译:预应力钢筋钢筋焊线键合指数

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The purpose of this research project is to develop a mathematical model that predicts the bond strength of a prestressing steel reinforcement wire given the known geometrical features of the wire. The geometrical features of the reinforcement wire were measured by a precision non-contact profilometer. With this mathematical model, prestressing reinforcement wires can now be analyzed for their bond strength without destructive testing. This mathematical model has the potential to serve as a quality control assessment in reinforcement wire production. In addition this mathematical model will provide insight into which reinforcement wires provide the greatest bond strength and which combinations of geometrical features of the reinforcement wire are responsible for providing the bond strength. A precision non-contact profilometer has been developed to measure the important geometrical features of the reinforcement wire. The profilometer is capable of sub-micron resolution measurements to provide an extremely high quality three-dimensional rendering of the reinforcement wire surface profile. From this detailed profile data it is then possible to extract all of the relevant geometrical features of the reinforcement wire. A mathematical model has been created by testing a variety of different reinforcement wires available in the market. By correlating the transfer length of concrete prisms made with the reinforcement wires to various geometrical features, several different levels of mathematical correlation complexity have been investigated. The current empirical correlation models under development are first order and combine three to four unique geometrical features of the reinforcement wire which then act as predictors of the concrete prism transfer length. The resulting mathematical model relating the wire geometrical features to transfer length is referred to as the Bond Index Number (BIN). The BIN is shown to provide a numerical measure of the bond strength of prestressing steel reinforcement wire, without the need for performing destructive tests with the reinforcement wire.
机译:该研究项目的目的是开发一种数学模型,该数学模型预测预应力钢筋钢筋的粘合强度给出给定电线的已知几何特征。通过精密非接触式轮廓仪测量加强丝的几何特征。利用这种数学模型,现在可以分析预应力加强线,以便在没有破坏性测试的情况下进行粘合强度。该数学模型具有促进钢丝生产中的质量控制评估。此外,该数学模型将提供洞察力,加强线提供最大的粘合强度以及加强线的几何特征的组合负责提供粘合强度。已经开发了一种精密非接触式轮廓仪来测量钢筋的重要几何特征。 ProfiLOSTOMETS能够进行亚微米分辨率测量,以提供加强线表面轮廓的极高质量的三维渲染。从该详细的配置文件中,可以提取加强线的所有相关的几何特征。通过在市场上测试各种不同的加强线来创建数学模型。通过将用加强线制成的混凝土棱镜的转移长度与各种几何特征相关联,已经研究了几种不同的数学相关复杂度。目前正在开发的经验相关模型是首先顺序,并将三到四个独特的加强丝几何特征结合在一起,然后作为混凝土棱镜传递长度的预测因子。由此产生的线几何特征与传送长度相关的数学模型被称为键指数号(箱)。该箱被示出为提供预应力钢筋钢丝粘合强度的数值测量,而无需对加强丝进行破坏性测试。

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