Noncontact Inspection Method to Determine the Transfer Length in Pretensioned Concrete Railroad Ties
Publication: Journal of Engineering Mechanics
Volume 139, Issue 3
Abstract
The traditional experimental method to determine the transfer length in pretensioned concrete members consists of measuring concrete surface strains before and after detensioning with a mechanical strain gauge. This method is prone to significant human error and inaccuracies. In addition, because 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 noncontact method for determining transfer lengths in pretensioned concrete railroad ties has been developed. The new method uses laser-speckle patterns that are generated and digitally recorded at various points along the pretensioned concrete member. A prototype was fabricated as a portable self-contained unit for field testing, which 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. A laser-speckle strain sensor was applied to the transfer length measurements of typical pretensioned 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 and 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 12 ties, and their associated transfer lengths were subsequently extracted. The measurements of the transfer length using the laser-speckle strain sensor were unprecedented because it was the first time that the laser-speckle technique had been applied to pretensioned 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.
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Acknowledgments
The authors acknowledge the Mid-America Transportation Center for funding this research project. Also, the authors are grateful to the L.B. Foster Company and their wholly owned subsidiary, CXT, Inc., for allowing the research field trip to be conducted in their prestressing plants. Being able to test laboratory procedures in an industrial setting is extremely important and the authors greatly appreciate having been given this opportunity.
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© 2013 American Society of Civil Engineers.
History
Received: Nov 18, 2011
Accepted: Apr 5, 2012
Published online: Apr 11, 2012
Published in print: Mar 1, 2013
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