Early-Age Cracking Tendency and Ultimate Degree of Hydration of Internally Cured Concrete-Reference-Cited by-同舟云学术

Early-Age Cracking Tendency and Ultimate Degree of Hydration of Internally Cured Concrete

Published:2012-08 Issue:8 Volume:24 Page:1025-1033
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Byard Benjamin E.¹,Schindler Anton K.²,Barnes Robert W.³

Affiliation:

1. Visiting Assistant Professor, Civil Engineering, Univ. of Tennessee at Chattanooga, 615 McCallie Ave. Dept. 2502, Chattanooga, TN 37403; formerly, Graduate Research Assistant, Auburn Univ., 101F Harbert Engineering Center, Auburn, AL 36849 (corresponding author).

2. Director, Highway Research Center; Associate Professor, Auburn Univ., 238 Harbert Engineering Center, Auburn, AL 36849.

3. Associate Professor, Auburn Univ., 238 Harbert Engineering Center, Auburn, AL 36849.

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.1943-5533.0000469

Reference41 articles.

1. American Concrete Institute (ACI). (2010). “Report on early-age cracking: Causes measurement and mitigation.” ACI 231R-10 Farmington Hills MI.

2. ASTM. (2002). “Standard test method for static modulus of elasticity and Poisson ratio of concrete in compression.” C469-02 West Conshohocken PA.

3. ASTM. (2003). “Standard specification for concrete aggregates.” C33 West Conshohocken PA.

4. ASTM. (2004). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” C496-04 West Conshohocken PA.

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