Fatigue and Stress Analysis Concepts for Modifying the Rigid Pavement Design System

Yimprasert, Piti; McCullough, B. Frank; University of Texas at Austin. Center for Highway Research; Texas Transportation Institute. Texas A&M University

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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.

i

Fatigue and Stress Analysis Concepts for Modifying the Rigid Pavement Design System

1973-01-01
By Yimprasert, Piti ; McCullough, B. Frank

[PDF-2.58 MB]

English

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Details:

Creators:

Yimprasert, Piti ; McCullough, B. Frank

Yimprasert, Piti ; McCullough, B. Frank Less -
Corporate Creators:

University of Texas at Austin. Center for Highway Research ; Texas Transportation Institute. Texas A&M University

University of Texas at Austin. Center for Highway Research ; Texas Transportation Institute. Texas A&M University Less -
Subject/TRT Terms:

[+]

Concrete Envelope Curve Eroded Area Fatigue (Mechanics) Load Transfer Maximum Principal Stress Pumping Tests Rigid Pavements Shakedown Limit Shakedown Tests Stresses
Publication/ Report Number:

CFHR 1-8-69-123-16
Resource Type:

Tech Report
Geographical Coverage:

Texas ; United States

Texas ; United States Less -
Edition:

Interim- April 1971 - October 1972
Corporate Publisher:

University of Texas at Austin. Center for Highway Research ; Texas Transportation Institute. Texas A&M University

University of Texas at Austin. Center for Highway Research ; Texas Transportation Institute. Texas A&M University Less -
Abstract:

Traffic associated fatigue of concrete is a significant influence on the distress of the rigid pavement system. This study reports the fatigue property of concrete as well as a stress analysis of reinforced and nonreinforced sections at the AASHO Road Test. The concrete fatigue equation was developed for the prediction of the allowable number of applications on concrete at any applied stress level. In the stress analysis, the effect of load transfer and the loss of support of pavement slab were taken into consideration for both pavement types.
Format:

PDF
Funding:

1-8-69-123
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:187094b96b44255bb0889f379869ebb9a32f8534f07458cdb52f327423f5cf5265f0af9d90d3510f122d27e8dd8ec3e44d6a06a222ca625ea8eab7b3afbf196d
Download URL:

https://rosap.ntl.bts.gov/view/dot/81802/dot_81802_DS1.pdf
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Fatigue and Stress Analysis Concepts for Modifying the Rigid Pavement Design System

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