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Investigation of Standardized Tests to Measure the Bond Performance of Prestressing Strand

机译:测量预应力钢绞线粘结性能的标准化试验研究

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align="left">An experimental program was conducted to evaluate three different bond performance tests and their potential to predict the bond characteristics of seven-wire strands in pretensioned concrete applications. Simple pull-out tests, tensioned pull-out tests, and measured strand end slips were compared to companion transfer length measurements for 0.5 in. (12.7 mm) diamete~ Grade 270? lowrelaxation strands with varying surface conditions. Four strand surface conditions were tested: as-received, cleaned, silane treated, and weathered. Additionally, strands produced by three different manufacturers were tested in their as-received condition. Overan end slip measurements provided an excellent correlation with measured transfer lengths. When data from other research projects were included, a statistical correlation of 0.95 was demonstrated between measured transfer lengths and strand end slips. From these results, strand end slips are determined to be the best predictor of pretensioned bond. Therefore, strand end slip? easurements are recommended as a reliable standard measure to predict the bond performance of prestressing strands for pretensioned applications.
机译:align =“ left”>进行了一个实验程序,以评估三种不同的粘结性能测试及其在预应力混凝土应用中预测七线绞合线粘结特性的潜力。将简单的拉拔测试,张紧拉拔测试和测得的线束末端滑移与0.5英寸(12.7毫米)直径270级的同伴传送长度测量值进行比较。表面条件变化的低松弛线。测试了四个股表面条件:按原样,清洁,硅烷处理和风化。此外,还对三个不同制造商生产的线束进行了测试。总体滑移测量值与测量的传输长度具有极好的相关性。当包括其他研究项目的数据时,测得的传输长度和链端滑移之间的统计相关性为0.95。从这些结果可以确定,线束末端滑移是预紧粘结的最佳预测指标。因此,钢绞线末端打滑?建议将测量值作为预测预张紧应用中预应力股线粘结性能的可靠标准措施。

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