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Title: TIME-DEPENDENT BEHAVIOR OF HAWAIIAN AGGREGATE CONCRETE TO REPEATED LOADINGS
Accession Number: 00209904
Record Type: Component
Availability: Find a library where document is available Abstract: THE RESULTS OF EXPERIMENTAL STUDIES ON AXIALLY LOADED CYLINDERS AND THE CAMBER AND DEFLECTION OF SIMPLY SUPPORTED RECTANGULAR PRESTRESED CONCRETE BEAMS ARE REPORTED. THE CYLINDERS AND BEAMS WERE INITIALLY LOADED FOR A PERIOD OF 450 DAYS. SUBSEQUENTLY, THE LOADS WERE REMOVED, AND THE BEAMS AND CYLINDERS WERE LEFT WITHOUT LOADS FOR 90 DAYS AND THEN WERE RELOADED TO THE ORIGINAL STRESS FOR 90 DAYS. THIS SEQUENCE WAS REPEATED FOR ANOTHER CYCLE. THE MODULUS OF ELASTICITY IS OBSERVED AT DIFFERENT TIMES. VALUES FOR ULTIMATE SHRINKAGE STRAINS AS WELL AS ULTIMATE CREEP COEFFICIENTS ARE SUGGESTED. MATHEMATICAL MODELS FOR CREEP, CAMBER, AND DEFLECTIONS ARE DISCUSSED. THE EFFECT OF LOADING AGE IS OBSERVED AND A STATISTICAL EVALUATION OF DEFLECTION DATA IS PERFORMED. /AUTHOR/
Supplemental Notes: Sponsored by Committee on Concrete Superstructures. 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 Title: Monograph Accession #: 01410344
Authors: Zundelevich, SamuelHamada, Harold SChiu, Arthur N LPagination: pp 32-50
Publication Date: 1973
Serial: Conference:
52nd Annual Meeting of the Highway Research Board
Location:
Washington District of Columbia, United States ISBN: 030902157X
Media Type: Digital/other
Features: Figures
(8)
; References
(17)
; Tables
(8)
TRT Terms: Uncontrolled Terms: Old TRIS Terms: Subject Areas: Bridges and other structures; Data and Information Technology; Highways
Files: TRIS, TRB
Created Date: Aug 5 1973 12:00AM
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