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Stress distribution and crack formation in full-scaled ultra-high strength concrete columns

  • Published:2012-06-19 Issue:12 Volume:45 Page:1829-1847
  • ISSN:1359-5997
  • Container-title:Materials and Structures
  • language:en
  • Short-container-title:Mater Struct

Author:

Maruyama Ippei,Suzuki Masahiro,Sato Ryoichi

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Bentur A, Igarashi S, Kovler K (2001) Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates. Cem Concr Res 31:1587–1591

2. CEB-FIP (1991) Model code 1990, Thomas Telford

3. Collins MP, Mitchell D, MacGregor JG (1993) Structural design considerations for high-strength concrete. Concr Int 15:27–34

4. Ito H, Maruyama I, Tanimura M, Sato R (2004) Early age deformation and resultant induced stress in expansive high strength concrete. J Adv Concr Technol 2:155–174

5. Japan Concrete Institute (2008) Guidelines for control of cracking of mass concrete. JCI, Tokyo

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2. Optimized mix design for 180 MPa ultra-high-strength concrete;Journal of Materials Research and Technology;2019-09

3. Influence of Silica Fume Additive and Temperature History on the Volume Change of Ultra-High-Strength Cement Paste and Concrete;Advances in Civil Engineering Materials;2019-03-01

4. Impact of Drying on Structural Performance of Reinforced Concrete Shear Walls;Journal of Advanced Concrete Technology;2018-05-29

5. Development of 300 MPa ultra-high-strength mortar through a special curing regime;Construction and Building Materials;2018-05
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