Damage constitutive model for concrete under the coupling action of freeze–thaw cycles and load based on homogenization theory

Author:

Niu Fujun,He JunlinORCID,Jiang Haiqiang,Jiao Chenglong

Funder

Heilongjiang Provincial Postdoctoral Science Foundation

Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology, South China University of Technology

Chinese Academy of Sciences

Northwest Institute of Eco-Environment and Resources

Natural Science Foundation of Heilongjiang Province

Northeast Agricultural University

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference78 articles.

1. Introduction: sustainable development and concrete technology;Malhotra;Concr. Int.,2002

2. High-performance, High-Volume Fly Ash Concrete: Materials, Mixture Proportioning, Properties, Construction Practice, and Case Histories;Malhotra,2002

3. Influence of environmental temperatures on the concrete compressive strength: simulation of hot and cold weather conditions;Ortiz;Cement Concr. Res.,2005

4. An equation for determining freeze-thaw fatigue damage in concrete and a model for predicting the service life;Yu;Construct. Build. Mater.,2017

5. Influence of freeze–thaw cycles and sulfate corrosion resistance on shotcrete with and without steel fiber;Wang;Construct. Build. Mater.,2016

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