ANALYSIS OF SHRINKAGE EFFECTS ON REINFORCED CONCRETE STRUCTURAL MEMBERS
THE STRUCTURAL BEHAVIOR IS ANALYZED OF REINFORCED CONCRETE MEMBERS UNDER NORMAL CONDITIONS OF DRYING TO PREDICT STRESSES AND DEFORMATIONS. THE THEORETICAL DETERMINATION OF CURVATURE SO OBTAINED SHOWS GOOD AGREEMENT WITH EXPERIMENTAL RESULTS OBTAINED BY THE AUTHORS AND ALSO WITH THOSE REPORTED IN THE LITERATURE. THIS INVESTIGATION INDICATES IN PARTICULAR THAT THE DEFLECTION OF SOME REINFORCED CONCRETE BEAMS DUE TO SHRINKAGE CAN BE OF APPRECIABLE MAGNITUDE FOR SPANS GREATER THAN ABOUT 40 FT. /AUTHOR/
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Supplemental Notes:
- Vol 67, No 1, PP 45-52, 9 FIG, 1 TAB, 19 REF, APP
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Authors:
- Elvery, R H
- Shafi, M
- Publication Date: 1970-1
Media Info
Subject/Index Terms
- TRT Terms: Beams; Concrete; Curvature; Deformation; Reinforced concrete; Shrinkage; Stresses; Structural analysis; Structural mechanics; Structural members
- Uncontrolled Terms: Concrete beams; Structural behavior
- Subject Areas: Bridges and other structures; Highways;
Filing Info
- Accession Number: 00209173
- Record Type: Publication
- Files: TRIS
- Created Date: May 4 1970 12:00AM