弯曲预应力筋的摩擦损失试验

M. Peng, Tianqing Yu
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引用次数: 1

摘要

预应力设计在桥梁结构中的应用越来越广泛,其中一个非常重要的问题是如何确定预应力损失。与直预应力筋相比,弯曲预应力筋与管道之间的摩擦损失占所有损失的很大比例。本文对不同曲面结构的摩擦损失进行了测试和研究。介绍了该方法的原理和步骤,并对实验结果进行了分析。得到了各荷载水平下的筋损值。基于最小二乘原理,根据试验数据计算出了曲率摩擦系数和摆动摩擦系数。实测结果与国内外一些规范中推荐的理论值进行了比较。所得结论可为类似工程结构提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Test of friction loss for curved prestressed tendons
Prestressing design is more and more widely used in bridge structures, in which one of the very important issues is how to determine the prestressing loss. In comparison with the straight prestressed tendons, the friction loss between curved tendons and ducts accounts for a large proportion of all losses. The friction loss of varied curved configurations is tested and studied in this paper. The principle and procedure is introduced and the experimental results are analyzed. The loss value of tendons under each load level is obtained. Based on least square principle, the curvature friction coefficient and wobble friction coefficient are worked out according to the test data. The measured results are compared with theoretical values recommended in some Chinese and foreign codes. The conclusions would serve as a reference for similar engineering structures.
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