Federal Railroad Administration2021PDFBriefStuart, CameronPeterman, Robert J.Beck, B TerryUnited States. Federal Railroad Administration. Office of Research, Development, and TechnologyLB Foster/CXT Conrete TiesJohn A. Volpe National Transportation Systems Center (U.S.)Advanced Manufacturing Institute (AMI)Voestalpine NortrakRocla Concrete TiesKSA Concrete TiesUnited States. Federal Railroad Administration. Office of Research, Development & TechnologyUnited StatesInfrastructureRailroad tiesStrain gagesOptical instrumentsAggregates by shape and surface texturePrestressed concreteHigh speed railstrain sensoropticaltransfer lengthshape factorRR 21-17Stuart, Cameron DResearch ResultsThis research result was part of a larger project entitled, \u...
Federal Railroad Administration2021PDFBriefStuart, CameronPeterman, Robert J.Beck, B TerryJohn A. Vo...
2013PDFTech ReportStuart, CameronUnited States. Federal Railroad Administration. Office of Research ...
[EN] The use of 0.7 in. (17.8 mm), Grade 270 (1860) prestressing strands has advantages over 0.5 and...
PDFTech ReportMATC-KSU: 45325-1121-0001-453MATC TRB RiP No. 28507Prestressed concrete tiesLengthLoad...
Federal Railroad Administration2021PDFBriefStuart, CameronBeck, B TerryPeterman, Robert J.United Sta...
This report documents the advances that have been made to determine the transfer length of pretensio...
A comprehensive study was conducted to determine the variation of transfer length in pretensioned pr...
2019Research ResultsPDFTech ReportRR 19-06InfrastructureRailroad tiesPrestressed concreteHigh speed ...
The traditional experimental method to determine the transfer length in pre-tensioned concrete membe...
Doctor of PhilosophyDepartment of Civil EngineeringRobert J. PetermanA comprehensive study was condu...
Volpe National Transportation Systems Center, Technical Reference Centerhttps://doi.org/10.21949/152...
The objective of this research was to investigate possible correlation between prestressing wire ind...
To meet the demands of increasing freight axle loads and cumulative gross tonnages, as well as high-...
Federal Railroad Administration2021PDFBriefStuart, CameronPeterman, Robert J.Beck, B TerryUnited Sta...
To adequately satisfy the demands placed on North America’s railway infrastructure through ever incr...
Federal Railroad Administration2021PDFBriefStuart, CameronPeterman, Robert J.Beck, B TerryJohn A. Vo...
2013PDFTech ReportStuart, CameronUnited States. Federal Railroad Administration. Office of Research ...
[EN] The use of 0.7 in. (17.8 mm), Grade 270 (1860) prestressing strands has advantages over 0.5 and...
PDFTech ReportMATC-KSU: 45325-1121-0001-453MATC TRB RiP No. 28507Prestressed concrete tiesLengthLoad...
Federal Railroad Administration2021PDFBriefStuart, CameronBeck, B TerryPeterman, Robert J.United Sta...
This report documents the advances that have been made to determine the transfer length of pretensio...
A comprehensive study was conducted to determine the variation of transfer length in pretensioned pr...
2019Research ResultsPDFTech ReportRR 19-06InfrastructureRailroad tiesPrestressed concreteHigh speed ...
The traditional experimental method to determine the transfer length in pre-tensioned concrete membe...
Doctor of PhilosophyDepartment of Civil EngineeringRobert J. PetermanA comprehensive study was condu...
Volpe National Transportation Systems Center, Technical Reference Centerhttps://doi.org/10.21949/152...
The objective of this research was to investigate possible correlation between prestressing wire ind...
To meet the demands of increasing freight axle loads and cumulative gross tonnages, as well as high-...
Federal Railroad Administration2021PDFBriefStuart, CameronPeterman, Robert J.Beck, B TerryUnited Sta...
To adequately satisfy the demands placed on North America’s railway infrastructure through ever incr...
Federal Railroad Administration2021PDFBriefStuart, CameronPeterman, Robert J.Beck, B TerryJohn A. Vo...
2013PDFTech ReportStuart, CameronUnited States. Federal Railroad Administration. Office of Research ...
[EN] The use of 0.7 in. (17.8 mm), Grade 270 (1860) prestressing strands has advantages over 0.5 and...