Reinforcing Cementitious Composite Open-Hole Plate Subjected to Uniaxial Tension Using Full-Field Aligned Steel Fibers-Reference-Cited by-同舟云学术

Reinforcing Cementitious Composite Open-Hole Plate Subjected to Uniaxial Tension Using Full-Field Aligned Steel Fibers

Published:2023-10 Issue:10 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Qing Longbang¹,Bi Mengdi²^ORCID,Rong Hua³,Zhao Nan⁴,Wu Hangpeng⁴,Cao Guorui⁵,Mu Ru⁶^ORCID

Affiliation:

1. Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, PR China.

2. Ph.D. Candidate, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, PR China. ORCID: .

3. Professor, Research Institute of Science and Technology, Central Research Institute of Building and Construction of MCC Group, Beijing 100088, PR China.

4. Master’s Student, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, PR China.

5. Ph.D. Candidate, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, PR China.

6. Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, PR China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-15981

Reference52 articles.

1. Mechanical Behavior of RC and SFRC Precast Tunnel Lining Segments under Chloride Ions Exposure

2. Bonding Mechanisms and Strength of Steel Fiber–Reinforced Cementitious Composites: Overview

3. Relation between fibre distribution and post-cracking behaviour in steel fibre reinforced self-compacting concrete panels

4. Experimental investigations on fracture parameters of random and aligned steel fiber reinforced cementitious composites

5. Tensile strain hardening behaviour of hybrid steel-polyethylene fibre reinforced cementitious composites

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