Dynamic Flexural Behaviors of AR-Glass Textile–Reinforced Concrete after Exposure to Elevated Temperatures-Reference-Cited by-同舟云学术

Dynamic Flexural Behaviors of AR-Glass Textile–Reinforced Concrete after Exposure to Elevated Temperatures

Published:2023-12 Issue:12 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Li Anling¹^ORCID,Zhu Deju²^ORCID,Mobasher Barzin³^ORCID,Ou Yunfu⁴,Guo Shuaicheng⁵

Affiliation:

1. Ph.D. Candidate, Key Laboratory for Green & Advanced Civil Engineering Materials and Application Technology of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China; Lecturer, College of Civil Engineering, Univ. of South China, Hengyang 421001, China. ORCID: .

2. Professor, Key Laboratory for Green & Advanced Civil Engineering Materials and Application Technology of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author). ORCID: .

3. Professor, School of Sustainable Engineering and Built Environment, Arizona State Univ., Tempe, AZ 85287. ORCID: .

4. Research Associate, Ningbo Institute of Materials Technology and Engineering, Chinese Academy of Sciences, Ningbo 315201, China.

5. Associate Professor, Key Laboratory for Green & Advanced Civil Engineering Materials and Application Technology of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

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-15833

Reference47 articles.

1. Strengthening pre-damaged RC square columns with fabric-reinforced cementitious matrix (FRCM): Experimental investigation

2. Behavior of EB FRP masonry bond under service temperature

3. Effect of direct service temperature exposure on the bond behavior between advanced composites and CMU using NSM and EB techniques

4. Effect of different temperatures on epoxy adhesive used in near surface mounted FRP bars strengthened concrete masonry unit under direct shear test

5. The behaviour of concrete under impact loading: Experimental procedures and method of analysis

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