A modified model for predicting cyclic stress–strain relationship of fiber reinforced polymer grid reinforced engineered cementitious composites-Reference-Cited by-同舟云学术

A modified model for predicting cyclic stress–strain relationship of fiber reinforced polymer grid reinforced engineered cementitious composites

Published:2020-02-05 Issue:1 Volume:22 Page:22-37
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Zhu Zhong‐Feng¹,Wang Wen‐Wei¹^ORCID,Yin Shi‐Ping²,Tian Jun³,Zheng Yu‐Zhou⁴,Huang Hui⁵

Affiliation:

1. Department of Bridge Engineering, School of Transportation Southeast University Nanjing China

2. Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering China University of Mining & Technology Xuzhou Jiangsu China

3. School of Environment and Civil Engineering, Dongguan University of Technology Guangdong China

4. School of Field Engineering, Army Engineering University (Peoples Liberation Army Engineering University) Nanjing China

5. School of Civil Engineering and Architecture, Southwest University of Science and Technology Mianyang 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.201900304

Reference27 articles.

1. Study on an Improved Phosphate Cement Binder for the Development of Fiber-Reinforced Inorganic Polymer Composites

2. Thermal-mechanical behaviors of CFRP-ECC hybrid under elevated temperatures

3. Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC

4. Experimental research on flexural behavior of RC beams strengthened with FRP grid‐UHTCC composite;Zheng YZ;Chin Civil Eng J,2017

5. Experimental study on mechanical behavior of circular reinforced concrete columns strengthened with FRP textile and ECC;Zhu ZF;J Southeast Univ,2016

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