Experiment Study and Finite Element Analysis of the Coupling Effect of Steel Fiber Length and Coarse Aggregate Maximum Size on the Fracture Properties of Concrete

Experiment Study and Finite Element Analysis of the Coupling Effect of Steel Fiber Length and Coarse Aggregate Maximum Size on the Fracture Properties of Concrete

The effects of steel fiber length (<i>l</i><sub>f</sub> = 30 mm, 40 mm, 50 mm and 60 mm) and coarse aggregate maximum size (<i>D</i><sub>max</sub> = 10 mm, 20 mm, 30 mm and 40 mm) on fractural properties of steel fiber reinforced concrete (SFRC) was in...

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Bibliographic Details
Main Authors: Juhong Han, Dingcheng Huang, Jingyu Chen, Xiaofang Lan
Format: Article
Language:English
Published: MDPI AG 2021-07-01
Series:Crystals
Subjects:
steel fiber length
coarse aggregate maximum size
coupling effect
fracture property
fractal dimension
finite element method
Online Access:https://www.mdpi.com/2073-4352/11/8/850

Internet

https://www.mdpi.com/2073-4352/11/8/850

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