Creep Analysis of Axially Loaded Fiber Reinforced Polymer-Confined Concrete Columns

Author:

Naguib Wassim1,Mirmiran Amir2

Affiliation:

1. Structural Engineer, Simpson Gumpertz and Heger Inc., 222 Sutter St., Suite 300, San Francisco, CA 94108; formerly, PhD Student, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221.

2. Professor, Dept. of Civil Engineering, North Carolina State Univ., Raleigh, NC 27695-7533.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference18 articles.

1. American Concrete Institute (ACI). ACI Committee 209. (1992). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI 209 R-92 ACI Publication SP-70 Detroit.

2. Double power law for basic creep of concrete.;Bazant Z. P.;Mater. Struct.,1976

3. Bazant Z. P. and Wittmann F. H. (1980). Creep and shrinkage in concrete structures Wiley New York.

4. Findley W. N. (1960). “Mechanism and mechanics of creep of plastics.” SPE journal Society of Plastic Engineering Brookfield Conn. 57–65.

5. Findley W. N. and Peterson D. B. (1958). “Prediction of long-time creep with ten-year creep data on four laminates.” Proc. American Society of Testing Materials ASTM International West Conshohocken Pa. 58 841–861.

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