Experimental investigation on the bond-slip behavior between TRC-confined concrete and rebars after exposure to elevated temperatures-Reference-Cited by-同舟云学术

Experimental investigation on the bond-slip behavior between TRC-confined concrete and rebars after exposure to elevated temperatures

Published:2023-04-14 Issue:2 Volume:115 Page:266-277
ISSN:0040-5000
Container-title:The Journal of The Textile Institute
language:en
Short-container-title:The Journal of The Textile Institute

Author:

Shen Linghua¹²,Wang Shuaifeng¹,Zhao Hui¹,Cong Xi³

Affiliation:

1. College of Civil Engineering, Taiyuan University of Technology, Taiyuan, China

2. Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology, Guangzhou, China

3. State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology, Xuzhou, China

Funder

National Natural Science Foundation of China

Natural Science Foundation of Zhejiang Province

Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology

Fundamental Research Program of Shanxi Province

Publisher

Informa UK Limited

Subject

Industrial and Manufacturing Engineering,Polymers and Plastics,General Agricultural and Biological Sciences,Materials Science (miscellaneous)

Link

https://www.tandfonline.com/doi/pdf/10.1080/00405000.2023.2200066

Reference42 articles.

1. Effect of elevated temperature environments on the residual axial capacity of RC columns strengthened with different techniques

2. Cao L. (2016). Experimental study on RC beams shear strengthened with carbon fiber textile reinforced geopolymer mortar [Master’s thesis]. South China Univ. Technol.

3. Shear behavior of RC beams strengthened with textile reinforced geopolymer mortar;Cao L.;Engineering Mechanics,2019

4. Concrete confinement with TRM versus FRP jackets at elevated temperatures

5. Experimental analysis on bond between PBO-FRCM strengthening materials and concrete