CRCP-9: Improved Computer Program for Mechanistic Analysis of Continuously Reinforced Concrete Pavements

Kim, Seong-Min; Won, Moon C.; McCullough, B. F.; University of Texas at Austin. Center for Transportation Research

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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CRCP-9: Improved Computer Program for Mechanistic Analysis of Continuously Reinforced Concrete Pavements

2001-02-01
By Kim, Seong-Min ; Won, Moon C. ; McCullough, B. F.

[PDF-606.46 KB]

English

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Creators:

Kim, Seong-Min ; Won, Moon C. ; McCullough, B. F.

Kim, Seong-Min ; Won, Moon C. ; McCullough, B. F. Less -
Corporate Creators:

University of Texas at Austin. Center for Transportation Research
Corporate Contributors:

Texas. Dept. of Transportation
Subject/TRT Terms:

[+]

Computer Programs Continuously Reinforced Concrete Pavements Crack Spacing Prediction Model Finite Element Improvements Mechanistic Analysis
Publication/ Report Number:

Report No. 0-1831-2
Resource Type:

Tech Report
Geographical Coverage:

Texas ; United States

Texas ; United States Less -
TRIS Online Accession Number:

00932468
Corporate Publisher:

University of Texas at Austin. Center for Transportation Research
Abstract:

A new version of the CRCP computer program, CRCP-9, has been developed in this study. The numerical model of the CRC pavements was developed using finite element theories, the crack spacing prediction model was developed using the Monte Carlo method, and the failure prediction model was developed using probability theories. CRCP-9 uses two-dimensional numerical methods to calculate stresses and strains, which is a totally different approach compared with the previous computer program CRCP-8 that uses one-dimensional analytical methods to calculate them. The major characteristics of CRCP-9 that differ from CRCP-8 include consideration of nonlinear variations in temperature and drying shrinkage through the depth of the concrete slab, nonlinear bond-slip relationship between concrete and steel bars, viscoelastic effect of concrete, curling and warping effects, and the ability of changing locations of the longitudinal steel bars. Details of the theoretical background of mechanistic modeling have been presented in this report. The descriptions of the computer program and input and output procedures have also been explained. Sample analysis results from CRCP-9 have been shown and comparisons of the results between CRCP-9 and CRCP-8 have been made.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:56dea03a5ed0a063b06d56bf816647073cecb64519bff973d99c87f0333cede8
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/view/dot/14916/dot_14916_DS1.pdf
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CRCP-9: Improved Computer Program for Mechanistic Analysis of Continuously Reinforced Concrete Pavements

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