Effects of Loading Rate and Temperature on Pullout Response of Basalt Textile–Reinforced Concrete-Reference-Cited by-同舟云学术

Effects of Loading Rate and Temperature on Pullout Response of Basalt Textile–Reinforced Concrete

Published:2020-08 Issue:8 Volume:32 Page:04020213
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Liu Sai¹,Zhu Deju²,Yao Yiming³,Shi Caijun⁴

Affiliation:

1. Postdoctoral Researcher, Key Laboratory for Green and Advanced Civil Engineering Materials and Application Technology of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China.

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

3. Associate Professor, School of Civil Engineering, Southeast Univ., Nanjing 210096, China.

4. Professor, Key Laboratory for Green and Advanced Civil Engineering Materials and Application Technology of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, 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.1943-5533.0003282

Reference29 articles.

1. Impact response of the fiber-matrix bond in concrete

2. Inertial effects in the pullout mechanism during dynamic loading of a bridged crack

3. Discontinuous Basalt Fiber-Reinforced Hybrid Composites

4. Effect of strain-rate on the pull-out behaviour of fibres in mortar

5. Experimental study on pullout strength of anchor bolt with an embedment depth of 30 mm in concrete under high temperature

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