8 9The traditional experimental method to determine the transfer length in pre-tensioned concrete 10 members consists of measuring concrete surface strains before and after de-tensioning with a 11 mechanical strain gage. This method is prone to significant human errors and inaccuracies. In 12 addition, since it is a time-consuming and tedious process, transfer lengths are seldom if ever 13 measured on a production basis for product Quality Assurance. 14 A rapid, non-contact method for determining transfer lengths in pre-tensioned concrete railroad 15 ties has been developed. The new method uses laser-speckle patterns that are generated and 16 digitally recorded at various points along the pre-tensioned concrete member. A prototype was 17 fabricated as a portable self-contained unit for field testing. It incorporates a unique modular 18 design concept that has several preferable features. These include flexible adjustment of the 19 gauge length, easy upgradability to automatic operation, robustness and higher accuracy.
20The laser speckle strain sensor was applied to transfer length measurements of typical pre-21 tensioned concrete railroad ties in a railroad tie plant. These prestressed concrete tie members are
27The measurements of transfer length using the laser speckle strain sensor were unprecedented 28 since it was the first time that the laser speckle technique has been applied to pre-tensioned 3