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Title:

EFFECTS OF LOADS ON PAVEMENTS AS INDICATED BY STRESS MEASUREMENTS

Accession Number:

00207145

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

Abstract:

FACTS ESTABLISHED BY THE USE OF STRAIN GAGES TO MEASURE STATIC OR SLOWLY ROLLING LOADS ON CONCRETE SLABS ARE REPORTED AND COMPARED WITH RESULTS OF DYNAMIC TESTS TO INVESTIGATE RELATIONSHIPS BETWEEN STATIC AND IMPACT LOADING. CONCLUSIONS REACHED BY THE BPR AS A RESULT OF COMBINED TESTS OF CONCRETE BEAMS ARE THAT (1) CONCRETE IS CAPABLE OF GREATER ELASTIC DEFORMATION UNDER IMPACT THAN UNDER ORDINARY STATIC LOADS; (2) FATIGUE OF CONCRETE UNDER REPEATED IMPACT EXISTS; (3) REPEATED IMPACTS STRESSING THE CONCRETE TO ABOUT 55% OF ITS STATIC MODULUS OF RUPTURE EVENTUALLY CAUSE FAILURE; AND (4) BELOW THIS FATIGUE LIMIT EQUIVALENT LOADS, WITHOUT REGARD TO THEIR METHOD OF APPLICATION PRODUCE THE SAME STRESS, WHILE BEYOND THIS LIMIT THE DIFFERENCE IN BEHAVIOR IS DUE TO THE DURATION OF THE LOAD APPLICATION.

Supplemental Notes:

Vol 7, Part I, PP 172-175, 5 REF; part of Report of Committee on Structural Design of Roads. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.

Monograph Accession #:

01490405

Authors:

Teller, L W

Editors:

Crum, Roy W

Publication Date:

1928

Serial:

Highway Research Board Proceedings

Volume: 7
Publisher: Highway Research Board

Media Type:

Digital/other

Subject Areas:

Highways; Pavements; Research

Files:

TRIS, TRB

Created Date:

Aug 8 1971 12:00AM

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