Effect of fiber content and stress–strength ratio on the creep of basalt fiber–reinforced alkali‐activated slag concrete-Reference-Cited by-同舟云学术

Effect of fiber content and stress–strength ratio on the creep of basalt fiber–reinforced alkali‐activated slag concrete

Published:2021-12-09 Issue: Volume: Page:
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Zhou Xianyu¹^ORCID,Zheng Wenzhong¹²³^ORCID,Zeng Yusheng¹,Xu Chonghao¹,Chen Pang⁴^ORCID

Affiliation:

1. School of Civil Engineering, Harbin Institute of Technology Harbin China

2. Key Lab of Structures Dynamic Behaviour and Control of the Ministry of Education Harbin Institute of Technology Harbin China

3. Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology Harbin Institute of Technology Harbin China

4. School of Civil and Transportation Engineering, Hebei University of Technology Tianjin China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202100443

Reference42 articles.

1. Effect of dosage of sodium carbonate on the strength and drying shrinkage of sodium hydroxide based alkali-activated slag paste

2. The effect of activator concentration on the residual strength of alkali-activated fly ash pastes subjected to thermal load

3. Energy efficiency for greenhouse gas emission reduction in China: the case of the cement industry;Jia S;Br J Dermatol,1996

4. Demonstration Projects and Applications in Building and Civil Infrastructure

5. Alkali-activated materials

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