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Design and evaluation of jointed plain concrete pavement with fiber reinforced polymer dowels

Author: P V Vijay; Turner-Fairbank Highway Research Center.; United States. Federal Highway Administration. Office of Research and Technology Services.; West Virginia University. Constructed Facilities Center.
Publisher: McLean, Va. : Turner-Fairbank Highway Research Center, [2009]
Edition/Format:   Print book : National government publication : EnglishView all editions and formats
Database:WorldCat
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  Read more...
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Additional Physical Format: Online version:
Design and evaluation of jointed plain concrete pavement with fiber reinforced polymer dowels
(OCoLC)729724599
Material Type: Government publication, National government publication, Internet resource
Document Type: Book, Internet Resource
All Authors / Contributors: P V Vijay; Turner-Fairbank Highway Research Center.; United States. Federal Highway Administration. Office of Research and Technology Services.; West Virginia University. Constructed Facilities Center.
OCLC Number: 441493582
Notes: "September 2009."
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.
"Publication no. FHWA-HRT-06-106."
Description: xii, 148 pages : illustrations (chiefly color) ; 28 cm
Responsibility: [P.V. Vijay and others].

Abstract:

"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.

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Primary Entity

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