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

dc.citation.doi10.1061/(ASCE)EM.1943-7889.0000449en_US
dc.citation.epage263en_US
dc.citation.issue3en_US
dc.citation.jtitleJournal of Engineering Mechanicsen_US
dc.citation.spage256en_US
dc.citation.volume139en_US
dc.contributor.authorZhao, Weixin
dc.contributor.authorMurphy, Robert L.
dc.contributor.authorPeterman, Robert J.
dc.contributor.authorBeck, B. Terry
dc.contributor.authorWu, Chih-Hang John
dc.contributor.authorDuong, Pelle N.
dc.contributor.authoreidwzh3939en_US
dc.contributor.authoreidboben_US
dc.contributor.authoreidtbecken_US
dc.contributor.authoreidchwen_US
dc.date.accessioned2013-07-31T21:41:24Z
dc.date.available2013-07-31T21:41:24Z
dc.date.issued2013-03-01
dc.date.published2013en_US
dc.description.abstractThe 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.en_US
dc.identifier.urihttp://hdl.handle.net/2097/16028
dc.language.isoen_USen_US
dc.relation.urihttp://doi.org/10.1061/(ASCE)EM.1943-7889.0000449en_US
dc.rightsThis Item is protected by copyright and/or related rights. You are free to use this Item in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s).
dc.rights.urihttps://rightsstatements.org/page/InC/1.0/?language=en
dc.subjectPrestressed concreteen_US
dc.subjectRailroad tiesen_US
dc.subjectLasersen_US
dc.subjectTransfer lengthen_US
dc.subjectPretensioned railroad tieen_US
dc.titleA non-contact inspection method to determine the transfer length in pre-tensioned concrete railroad tiesen_US
dc.typeArticle (author version)en_US

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