RBSM based analysis on mechanical degradation of non-air entrained concrete under frost action – A general prediction with various water cement ratio, lowest temperatures and FTC numbers-Reference-Cited by-同舟云学术

RBSM based analysis on mechanical degradation of non-air entrained concrete under frost action – A general prediction with various water cement ratio, lowest temperatures and FTC numbers

Published:2019-06 Issue: Volume:211 Page:744-755
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Wang Zhao,Gong Fuyuan^ORCID,Zhang Dawei,Wang Yi^ORCID,Ueda Tamon

Funder

Scientific Research (A) of Japan Society of Promotion of Science

Publisher

Elsevier BV

Subject

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

Reference44 articles.

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2. Effect of freezing-thawing cycles on mechanical properties of concrete;Shi;China Civ. Eng. J.,1997

3. Stress-strain model of concrete damaged by freezing and thawing cycles;Hasan;J. Adv. Concr. Technol.,2004

4. Experimental study of strength and deformation of plain concrete under biaxial compression after freezing and thawing cycles;Shang;Cem. Concr. Res.,2006

5. Standard Test Methods for Long Term Performance and Durability of Ordinary Concrete (GBJ82-85);National standard of The People’s Republic of China,1986

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