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Title FREEZE-THAW STUDIES ON CONCRETE STRUCTURAL ELEMENTS
Accession No 00637820
Authors GangaRao, HVS; Thippeswamy, H K; Raju, P R
Journal Title Transportation Research Record information No. 1393
Corp. Authors
/ Publisher
Transportation Research Board information
Publication Date   19930000
Description p. 39-46; Figures(8); References(14); Tables(4)
Languages English
Abstract The effect of freeze-thaw cycles on plain concrete decks and concrete-filled steel grid decks is presented. The test program simulates field temperature conditions. An attempt has been made to correlate the freeze-thaw effect to the longitudinal growth behavior of concrete-filled steel grid decking systems. To study the longitudinal growth, emphasis has been placed on the determination of expansion and contraction coefficients of concrete for different temperature ranges. Residual tensile strain buildup, a result of the differential expansion and contraction coefficient of concrete, is found to be a function of freeze-thaw cycles. Thermal incompatibility between concrete and steel and the consequent growth in concrete-filled steel grid decks are dealt with from the viewpoint of thermal creep.
Supplemental
Information
This paper appears in Transportation Research Record No. 1393, Structures.
TRT Terms Bridge decks information; Coefficients information; Concrete information; Contraction information; Expansion information; Freezing information; Temperature information; Thaw information
Other Terms Concrete bridge decks; Concrete-filled steel grid decks; Freeze thaw cycle; Longitudinal growth; Residual tensile strain; Thermal creep
Subject Areas H25 STRUCTURES DESIGN AND PERFORMANCE; I24 Design of Bridges and Retaining Walls
ISBN 0309054664
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