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A non-contact inspection method to determine the transfer length in pre-tensioned concrete railroad ties

机译:一种非接触式检查方法,用于确定预应力混凝土铁路枕木中的传递长度

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摘要

The traditional experimental method to determine the transfer length in pre-tensioned concrete members consists of measuring concrete surface strains before and after de-tensioning with a mechanical strain gage. This method is prone to significant human errors and inaccuracies. In addition, since it is a time-consuming and tedious process, transfer lengths are seldom if ever measured on a production basis for product Quality Assurance. A rapid, non-contact method for determining transfer lengths in pre-tensioned concrete railroad ties has been developed. The new method uses laser-speckle patterns that are generated and digitally recorded at various points along the pre-tensioned concrete member. A prototype was fabricated as a portable self-contained unit for field testing. It incorporates a unique modular design concept that has several preferable features. These include flexible adjustment of the gauge length, easy upgradability to automatic operation, robustness and higher accuracy. The laser speckle strain sensor was applied to transfer length measurements of typical pre-tensioned concrete railroad ties in a railroad tie plant. These prestressed concrete tie members are expected to withstand repeated axle loadings of 290 kN totaling 250 million gross tons annually occurring at speeds in excess of 110 km/h. The technique achieved a microstrain resolution comparable to what could be obtained using mechanical gauge technology. Surface strain distributions were measured on both ends of twelve ties, and their associated transfer lengths were subsequently extracted. The measurements of transfer length using the laser speckle strain sensor were unprecedented since it was the first time that the laser speckle technique has been applied to pre-tensioned concrete inspection and particularly for use in transfer length measurements of concrete railroad ties. It was also demonstrated that the technique was able to withstand the harsh manufacturing environment, making transfer length measurements possible on a production basis for the first time.
机译:确定预张紧混凝土构件传递长度的传统实验方法包括用机械应变仪测量张紧前后的混凝土表面应变。此方法易于出现重大的人为错误和不准确之处。此外,由于这是一个耗时且繁琐的过程,因此即使根据产品质量保证进行生产测量,也很少传输长度。已经开发出一种快速,非接触式的方法来确定预应力混凝土铁路枕木中的传递长度。这种新方法使用了激光斑点图案,该图案在沿预张紧的混凝土构件的各个点处生成和数字记录。原型被制造为便携式独立设备,用于现场测试。它采用了独特的模块化设计概念,具有几个较好的功能。这些功能包括可以灵活调节量规长度,易于升级为自动操作,坚固性和更高的精度。激光散斑应变传感器用于铁路绑扎厂中典型预应力混凝土铁路绑带的传输长度测量。这些预应力混凝土扎带构件预计将承受290 kN的反复车轴载荷,每年以超过110 km / h的速度产生总计2.5亿总吨的载荷。该技术实现了与使用机械量规技术可获得的分辨率相当的微应变分辨率。在十二个扎带的两端测量表面应变分布,然后提取其相关的传递长度。使用激光散斑应变传感器测量转移长度是前所未有的,因为这是第一次将激光散斑技术应用于预张紧的混凝土检查,尤其是用于混凝土铁路枕木的转移长度测量。还证明了该技术能够承受恶劣的制造环境,首次使在生产基础上进行传输长度测量成为可能。

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