Stress–Strain Behavior of FRC in Uniaxial Tension Based on Mesoscopic Damage Model

Fiber-reinforced concrete (FRC) is widely used in the field of civil engineering. However, the research on the damage mechanism of FRC under uniaxial tension is still insufficient, and most of the constitutive relations are macroscopic phenomenological. The aim is to provide a new method for the inv...

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Bibliographic Details
Main Authors: Weifeng Bai, Xiaofeng Lu, Junfeng Guan, Shuang Huang, Chenyang Yuan, Cundong Xu
Format: Article
Published: MDPI AG 2021-06-01
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