Peridynamic modeling of freeze-thaw damage in concrete structures
Author:
Affiliation:
1. Department of Engineering Mechanics, School of Aerospace Engineering, Huazhong University of Science and Technology, Wuhan, China
2. Hubei Key Laboratory of Engineering Structural Analysis and Safety Assessment, Wuhan, China
Funder
Natural Science Foundation of China
Fundamental Research Funds for the Central Universities
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,General Mathematics,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/15376494.2022.2064015
Reference75 articles.
1. Meso-Scale Failure of Freezing–Thawing Damage of Concrete under Uniaxial Compression
2. Investigation of Internal Frost Damage in Concrete with Thermodynamic Analysis, Microdamage Modeling, and Time-Domain Reflectometry Sensor Measurements
3. Experimental study of the material and bond properties of frost-damaged concrete
4. A review of the impact of micro- and nanoparticles on freeze-thaw durability of hardened concrete: Mechanism perspective
5. Constitutive model of concrete damaged by freeze–thaw action for evaluation of structural performance of RC elements
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