Tensile Creep Behavior of Concrete Subject to Constant Restraint at Very Early Ages-Reference-Cited by-同舟云学术

Tensile Creep Behavior of Concrete Subject to Constant Restraint at Very Early Ages

Published:2013-09 Issue:9 Volume:25 Page:1277-1284
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Wei Ya¹,Hansen Will²

Affiliation:

1. Lecturer, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing, 100084, China (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, 2340 G. G. Brown, Univ.of Michigan, Ann Arbor, MI 48109.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000671

Reference25 articles.

1. Tensile basic creep: Measurements and behavior at early age;Altoubat S. A.;ACI Mater J.,2001

2. American Concrete Institute (ACI). (1992). Prediction of creep shrinkage and temperature effect in concrete structures (ACI 209R-92) Detroit.

3. American Concrete Institute (ACI). (2010). Report on early-age cracking: Causes measurement and mitigation (ACI 231R-10) Detroit.

4. Microprestress-Solidification Theory for Concrete Creep. I: Aging and Drying Effects

5. Bažant Z. P. (1988). “Material models for structural creep analysis.” Proc. RILEM Conf. on Mathematical Modeling of Creep and Shrinkage of Concrete Wiley New York.

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