Research on Splitting-Tensile Properties and Failure Mechanism of Steel-Fiber-Reinforced Concrete Based on DIC and AE Techniques
Concrete presents different internal micro-structure and damage characteristics because of the different content of steel fibers and the randomness of its distribution. Therefore, the failure process of steel-fiber-reinforced concrete (SFRC) should be divided into different stages and the damage typ...
Main Authors: | Tao Luo, Xiaofeng Pan, Liyun Tang, Qiang Sun, Jiaojiao Pan |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-10-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/15/20/7150 |
Similar Items
-
A comprehensive comparison of various machine learning algorithms used for predicting the splitting tensile strength of steel fiber-reinforced concrete
by: Seyed Soroush Pakzad, et al.
Published: (2024-07-01) -
Performance evaluation of fiber-reinforced concrete produced with steel fibers extracted from waste tire
by: Özer Zeybek, et al.
Published: (2022-11-01) -
Effect of construction joints on the splitting tensile strength of concrete
by: Nagib N. Gerges, et al.
Published: (2015-12-01) -
Mesoscale Study on Splitting Tensile Damage Characteristics of Concrete Based on X-ray Computed Tomography and Digital Image Correlation Technology
by: Hua Zhang, et al.
Published: (2022-06-01) -
Evaluation of compressive and split tensile strength of slag based aluminosilicate geopolymer reinforced by waste polymeric materials using Taguchi method
by: Amirreza Khezrloo, et al.
Published: (2021-01-01)