Micromechanical Model for Predicting Coefficient of Thermal Expansion of Concrete-Reference-Cited by-同舟云学术

Micromechanical Model for Predicting Coefficient of Thermal Expansion of Concrete

Published:2013-09 Issue:9 Volume:25 Page:1171-1180
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhou Changjun¹,Huang Baoshan²,Shu Xiang³

Affiliation:

1. Graduate Research Assistant, Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996 (corresponding author).

3. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996.

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.1943-5533.0000663

Reference41 articles.

1. AASHTO. (2007). “Provisional test method for the coefficient of thermal expansion of hydraulic cement concrete.” TP60-00 Washington DC.

2. AASHTO. (2009). “Standard test method for the coefficient of thermal expansion of hydraulic cement concrete.” T336 Washington DC.

3. Al-Ostaz A. (2007). “Effect of moisture content on the coefficient of thermal expansion of concrete.” Final rep. to Mississippi department of transportation research division Univ. of Mississippi University MS.

4. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete.” ACI 318R-05 Detroit.

5. Applied Research Associates Inc. (2004). “National cooperative highway research program (NCHRP) 1-37A guide for the mechanistic-empirical design for new and rehabilitated pavement structures.” Transportation Research Board of the National Academies Washington DC.

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