Abrasion Resistance and Nanoscratch Behavior of an Ultra-High Performance Concrete-Reference-Cited by-同舟云学术

Abrasion Resistance and Nanoscratch Behavior of an Ultra-High Performance Concrete

Published:2017-02 Issue:2 Volume:29 Page:04016212
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhao Sujing¹,Van Dam Emily²,Lange David³,Sun Wei⁴

Affiliation:

1. Jiangsu Key Laboratory of Construction Materials, School of Material Science and Engineering, Southeast Univ., Nanjing 211189, China (corresponding author).

2. Master Student, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

4. Professor, Jiangsu Key Laboratory of Construction Materials, School of Material Science and Engineering, Southeast Univ., Nanjing 211189, China.

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.1943-5533.0001744

Reference42 articles.

1. ASTM. (2012a). “Standard practice for making and curing concrete test specimens in the laboratory.” ASTM C192–12 West Conshohocken PA.

2. ASTM. (2012b). “Standard test method for abrasion resistance of concrete (underwater method).” ASTM C1138M–12 West Conshohocken PA.

3. ASTM. (2012c). “Standard test method for abrasion resistance of concrete by sandblasting.” ASTM C418–12 West Conshohocken PA.

4. ASTM. (2012d). “Standard test method for abrasion resistance of horizontal concrete surfaces.” ASTM C779M–12 West Conshohocken PA.

5. Relation between Strength Properties (Flexural and Compressive) and Abrasion Resistance of Fiber (Steel and Polypropylene)-Reinforced Fly Ash Concrete

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