Damage Constitutive Model of Fly Ash Concrete under Freeze-Thaw Cycles
Author:
Affiliation:
1. School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, PR China.
2. Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, PR China (corresponding author).
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.1943-5533.0000491
Reference39 articles.
1. ASTM. (2008). “Standard test method for resistance of concrete to rapid freezing and thawing.” C666 West Conshohocken PA.
2. Freeze–thaw resistance of concretes treated with pore liners
3. Bažant Z. P. (1988). “Mathematical model for freeze-thaw durability of concrete.” J. Am. Ceram. Soc.JACTAW0002-7820 71(9) 776–783.10.1111/jace.1988.71.issue-9
4. Fly ash for use in concrete A critical review;Berry E. E.;ACI J. Proc.,1980
5. Constitutive model of corroded concrete under uniaxial compression;Chen Z. H.;J. Huazhong Univ. Sci. Tech.,2008
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