Title from cover; statement of responsibility from technical report documentation p. Performed by West Virginia University, Dept. of Civil and Environmental Engineering, Constructed Facilities Center. "September 2009." Includes bibliographical references (p. 147-148). "Publication no. FHWA-HRT-06-106."
Scope Note:
Final report; Nov. 1999-July 2003.
Summary:
"This study evaluates fiber reinforced polymer (FRP) dowel bars as load transferring devices in jointed plain concrete pavement (JPCP) under HS25 static and fatigue loads and compares their response with JPCP consisting of steel dowels. Along with laboratory and field evaluations of JPCP with FRP and steel dowels, analytical modeling of dowel response was carried out in terms of maximum bending deflection, relative deflection (RD), and bearing stress of dowels. In addition, field rehabilitation of JPCP was carried out using FRP dowels to evaluate its long-term performance"--Technical report documentation page.
OCLC:
(OCoLC)441493582
Locations:
USUX851 -- Iowa State University - Parks Library (Ames)
This resource is supported by the Institute of Museum and Library Services under the provisions of the Library Services and Technology Act as administered by State Library of Iowa.