Theoretical Model for the Stress–Strain Curve of CNT-Reinforced Concrete under Uniaxial Compression

Theoretical Model for the Stress–Strain Curve of CNT-Reinforced Concrete under Uniaxial Compression

The incorporation of carbon nanotubes (CNTs) can enhance the mechanical properties of concrete. The stress–strain curves of CNT-reinforced concrete under uniaxial compression are investigated through an experimental program with different CNT and steel fiber proportions considered. The test results...

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Bibliographic Details
Main Authors: Peng Zhu, Qihao Jia, Zhuoxuan Li, Yuching Wu, Zhongguo John Ma
Format: Article
Language:English
Published: MDPI AG 2024-02-01
Series:Buildings
Subjects:
CNT
stress–strain relationship
finite element modeling
elastic modulus
toughness index
relative absorbed energy
Online Access:https://www.mdpi.com/2075-5309/14/2/418

Internet

https://www.mdpi.com/2075-5309/14/2/418

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