NTL Record

Title Prestressing Steel and Concrete Variables Affecting Transfer Length in Pretensioned Concrete Crossties [Research Results]
Record ID 80245
Personal Name
Creator
Stuart, Cameron; Beck, B Terry; Peterman, Robert J.
Corporate Creator United States. Department of Transportation. Federal Railroad Administration
Corporate
Contributor
LB Foster/CXT Conrete Ties; John A. Volpe National Transportation Systems Center (U.S.); Transportation Technology Center, Inc (TTCI); Precast/Prestressed Concrete Institute
Publisher United States. Department of Transportation. Federal Railroad Administration
Publication Date 20210401
Language English
Abstract This research was part of a larger project, “Quantifying the Effect of Prestressing Steel and Concrete Variables on the Transfer Length in Pretensioned Concrete Crossties,” conducted by Kansas State University (KSU) and sponsored by the Federal Railroad Administration (FRA). The project’s period of performance was 2011 through 2015. This report highlights advances in understanding the prestressing steel and concrete properties that affect the transfer length (TL) in pretensioned concrete crossties. The full Technical Report can be downloaded from the K-State Research Exchange.
Rosap ID dot:55249
Rosap URL https://rosap.ntl.bts.gov/view/dot/55249
TRT Terms Railroad ties; Compressive strength; Finite element method; High speed rail; Prestressed concrete; Shear stress
General Subjects crossties; transfer length; transmission length; pretensioned concrete; indented wire
Geographical
Coverage
United States
TRIS Online
Accession No
1769313
Contract Number DTFR53-11-C-00020
Report Number RR 21-03
Resource type Brief
URL https://ntlrepository.blob.core.windows.net/lib/80000/80200/80245/Transfer_Length-A.pdf
Format PDF
Database NTL Digital Repository