Effect of Steel Fiber on Flexural Toughness and Fracture Mechanics Behavior of Ultrahigh-Performance Concrete with Coarse Aggregate-Reference-Cited by-同舟云学术

Effect of Steel Fiber on Flexural Toughness and Fracture Mechanics Behavior of Ultrahigh-Performance Concrete with Coarse Aggregate

Published:2018-12 Issue:12 Volume:30 Page:04018323
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhang Lihui¹,Liu Jianzhong²,Liu Jiaping³,Zhang Qianqian⁴,Han Fangyu⁴

Affiliation:

1. Engineer, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Research Institute of Building Science, Nanjing 211108, China (corresponding author).

2. Professor, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Research Institute of Building Science, Nanjing 211108, China.

3. Professor, School of Material Science and Engineering, Southeast Univ., Nanjing 211189, China.

4. Engineer, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Research Institute of Building Science, Nanjing 211108, 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.1943-5533.0002519

Reference51 articles.

1. Studies on ultra high performance concrete incorporating copper slag as fine aggregate

2. Effects of fiber strength on fracture characteristics of normal and high strength concrete

3. Assessment of fibre orientation in ultra high performance fibre reinforced concrete and its effect on flexural strength

4. Evaluation of the effect of maximum aggregate size on fracture behavior of self compacting concrete

5. The influence of coarse aggregate size and volume on the fracture behavior and brittleness of self-compacting concrete

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