Application of PSCP 3.0 Program to Predict Stresses in Prestressed Concrete Pavements
Prestressed concrete pavements have proved to be extremely cost efficient, to require less maintenance compared with other pavement types, and are now being widely used for both highways and airport runways. In prior research relating to prestressed concrete pavements, the various parameters that are significant in the design of these pavements have been isolated and their effects modeled to predict the resulting stresses and displacements in the pavement slab. This report summarizes an effort to improve the analysis and consequently the design of prestressed concrete pavements. The computer program developed in this study predicts the stresses and displacements in a prestressed pavement slab caused by environmental conditions and wheel loads. The information obtained from the computer program can be used in design to determine the slab thickness, prestress level, and length of slab, so as to keep the resulting stresses under allowable limits. A graphical user interface has been provided for the program for ease of use and better organization of the results obtained. This report gives a detailed account of the changes made to the previous version of PSCP computer program and a listing of the new program and the interface.
- Record URL:
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Supplemental Notes:
- Project Title: Further Development of Post-Tension Prestressed Concrete Pavements in Texas.
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Corporate Authors:
University of Texas, Austin
Center for Transportation Research, 3208 Red River Street
Austin, TX United States 78705Texas Department of Transportation
Research and Technology Implementation Office, P.O. Box 5080
Austin, TX United States 78763-5080Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590 -
Authors:
- Alagarsamy, Supriya
- Chavez, Cesar Ivan Medina
- Fowler, David W
- McCullough, B Frank
- Publication Date: 2004-1
Language
- English
Media Info
- Media Type: Web
- Edition: Technical Report
- Features: Bibliography; Figures; References; Tables;
- Pagination: 92p
Subject/Index Terms
- TRT Terms: Airport runways; Computer programs; Cost effectiveness; Environmental impacts; Graphical user interfaces; Highway maintenance; Highways; Pavement design; Prestressed concrete pavements; Slabs; Stresses; Thickness; Wheel loads
- Identifier Terms: PSCP 3.0 (Computer program)
- Uncontrolled Terms: Displacement (Pavements)
- Subject Areas: Design; Environment; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces;
Filing Info
- Accession Number: 01025853
- Record Type: Publication
- Report/Paper Numbers: FHWA/TX-05/0-4035-2 (Preliminary Review Copy), 0-4035-2
- Contract Numbers: 0-4035
- Files: TRIS, USDOT, STATEDOT
- Created Date: Jun 26 2006 4:07PM