Numerical Simulation on Size Effect of Fracture Toughness of Concrete Based on Mesomechanics
The fracture performance of concrete is size-dependent within a certain size range. A four-phase composite material numerical model of mesofracture considering a mortar matrix, coarse aggregates, an interfacial transition zone (ITZ) at the meso level and the initial defects of concrete was establish...
Main Authors: | Juan Wang, Qianqian Wu, Junfeng Guan, Peng Zhang, Hongyuan Fang, Shaowei Hu |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-03-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/13/6/1370 |
Similar Items
-
Determination of Fracture Properties of Concrete Using Size and Boundary Effect Models
by: Xiaofeng Gao, et al.
Published: (2019-03-01) -
Effect of Slag Particle Size on Fracture Toughness of Concrete
by: Chung-Ho Huang, et al.
Published: (2019-02-01) -
Probabilistic Prediction of Strength and Fracture Toughness Scatters for Ceramics Using Normal Distribution
by: Chunguo Zhang, et al.
Published: (2019-03-01) -
The Effects of Nanosilica on Mechanical Properties and Fracture Toughness of Geopolymer Cement
by: Cut Rahmawati, et al.
Published: (2021-06-01) -
Experimental Study on Static Mechanical Properties and Moisture Contents of Concrete Under Water Environment
by: Guohui Zhang, et al.
Published: (2019-05-01)