Influence of damage degree on the degradation of concrete under freezing-thawing cycles-Reference-Cited by-同舟云学术

Influence of damage degree on the degradation of concrete under freezing-thawing cycles

Published:2020-11 Issue: Volume:260 Page:119903
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Zhang Wenhua,Pi Yilin,Kong Weipeng,Zhang Yunsheng,Wu Peipei,Zeng Weizhao,Yang Fenghao

Funder

National Natural Science Foundation of China

Wuhan University of Technology

Priority Academic Program Development Jiangsu Higher Education Institutions

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. P. K. Mehta, P.J.M. Monteiro, Concrete: Microstructure, Properties, and Materials. Prentice-Hall, 2013.

2. G. Wardeh, M.A. Mohamed, E. Ghorbel, Analysis of concrete internal deterioration due to frost action., J. Build. Phys. 35(1) (2011): 54–82, doi./10.1177/1744259110370854.

3. Prediction of fracture parameters and strain-softening behavior of concrete: Effect of frost action;Wardeh;Mater. Struct.,2013

4. Micro-ice-lens formation in porous solid;Setzer;J. Colloid. Interf. Sci.,2001

5. Cohesive fracture and probabilistic damage analysis of freezing-thawing degradation of concrete;Qiao;Constr. Build. Mater.,2013

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