Mesoscale Analysis of Stress Distribution along ITZs in Recycled Concrete with Variously Shaped Aggregates under Uniaxial Compression-Reference-Cited by-同舟云学术

Mesoscale Analysis of Stress Distribution along ITZs in Recycled Concrete with Variously Shaped Aggregates under Uniaxial Compression

Published:2015-11 Issue:11 Volume:27 Page:04015024
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Liu Zhen¹,Peng Hui²,Cai C. S.³

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

2. Associate Professor, Dept. of Civil and Architecture Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan Province 410076, China; and Visiting Scholar, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

3. Edwin B. and Norma S. McNeil Distinguished Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803 (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.1943-5533.0001280

Reference45 articles.

1. Shear behaviour of reinforced phyllite concrete beams

2. A numerical investigation of the effect of the interfacial zone in concrete mixtures under uniaxial compression

3. Effect of coarse aggregate size and matrix quality on ITZ and failure behavior of concrete under uniaxial compression

4. ASTM. (2012). “Standard specification for portland cement.” ASTM C150 / C150M-12 West Conshohocken PA.

5. Bentz D. P. et al. (1994). “Interfacial zone percolation in concrete: Effects of interfacial zone thickness and aggregate shape.” Materials Research Society (MRS) Proc. Cambridge University Press New York.

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