Finite element analysis of stress–strain relationship and failure pattern of concrete under uniaxial compression considering freeze–thaw action-Reference-Cited by-同舟云学术

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Finite element analysis of stress–strain relationship and failure pattern of concrete under uniaxial compression considering freeze–thaw action

Published:2023-09 Issue: Volume:290 Page:109520
ISSN:0013-7944
Container-title:Engineering Fracture Mechanics
language:en
Short-container-title:Engineering Fracture Mechanics

Author:

Zhang Minjiao,Yu Hongfa,Zhang Jinhua,Chen Boyu,Ma Haiyan,Gong Xu,Guo Jianbo,Yu Weimin,Li Lingyu

Funder

National Natural Science Foundation of China

Nanjing University of Aeronautics and Astronautics

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference53 articles.

1. Study on the frost resistance of concrete with different air content under the action of freeze-thaw cycles;Li;J Hebei Agric Univ,2019

2. Research on concrete porosity parameters and salt freezing resistance;Chen;J Shenyang Univ Architect (Nat Sci Ed),2020

3. Evolution of the internal microstructure of concrete during freeze-thaw cycles;Wang;Concrete,2012

4. Effect of bubble parameters on the performance of air-entrained concrete;Yang;Hydroelectricity,2009

5. Experimental study of fly ash on the frost resistance of concrete;Wang;J Hunan Inst Technol (Nat Sci Ed),2018

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1. Force-electric characteristics of model rock-filled concrete under uniaxial compression with different curing ages and rock-filled ratios;Science of The Total Environment;2024-11

2. Simulation of concrete cracking and chloride diffusion under uniaxial compression;Journal of Building Engineering;2024-11

3. Numerical prediction of beam capacity using the new constitutive model based on concrete biaxial behavior;Journal of Building Engineering;2024-11

4. Mesoscopic Numerical Simulation of Freeze–Thaw Damage in Hydraulic Concrete;Buildings;2024-08-28

5. Macroscopic and microscopic mechanical characteristics and crack propagation behavior of sandstone-like samples with single cracks under freeze–thaw cycles: Experimental and numerical simulation;Theoretical and Applied Fracture Mechanics;2024-02

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