Improvement of time-dependent flexural behavior in RC members by using low shrinkage-high-strength concrete

American Concrete Institute, ACI Special Publication

Volumn SP-228, Issue , 2005, Pages 1373-1395

  Tanimura, Makoto ^a   Suzuki, Masahiro ^b   Maruyama, Ippei ^c   Sato, Ryoichi ^c  

^a TAIHEIYO CEMENT CORPORATION   (Japan)

^b PS Mitsubishi Construction Co   (Japan)

^c HIROSHIMA UNIVERSITY   (Japan)

Author keywords

Autogenous shrinkage; Deformation; Flexural crack width; High strength concrete; RC beams; Shrinkage reducing admixture; Time dependency

Indexed keywords

ADDITIVES; HIGH PERFORMANCE CONCRETE;

AUTOGENOUS SHRINKAGE; EXPANSIVE ADDITIVES; HIGH STRENGTH CONCRETES; JAPAN SOCIETY OF CIVIL ENGINEERS; RESTRAINED SHRINKAGE; SHRINKAGE REDUCING AGENTS; STRUCTURAL PERFORMANCE; TENSION REINFORCEMENT;

SHRINKAGE;

EID: 85111450010     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (12)

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8. Tanimura, M., Hiramatsu, Y., Hyodo, H. and Sato, R., 2002, “Flexural Performance of RC Members Made of Low Shrinkage-High Strength Concrete,” 6th International Symposium on Utilization of High Strength/High Performance Concrete, Vol. 2, Leipzig, Germany, pp. 1437-1452.
9. Sato, R., Masaki, S., Hiramatsu, Y. and Kodama, K., 2003, “Serviceability Performance Evaluation of Reinforced High Strength Concrete Beams,” 2nd International Specialty Conference on the Conceptual Approach to Structural Design, Cl-Premier, Italy, pp. 763-770.
10. Tanimura, M., Sato, R., Hiramatsu, Y and Hyodo, H., 2004, “A General Method for Evaluating the Effect of Length Change at Early Ages on Crack and Deformation of RC Flexural Members,” JSCE Journal of Materials, Concrete Structures and Pavements, No. 760, V-63, pp.181-195.
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