Evolution of thermal parameters of wet‐screened dam concrete after different freeze–thaw deterioration-Reference-Cited by-同舟云学术

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Evolution of thermal parameters of wet‐screened dam concrete after different freeze–thaw deterioration

Published:2021-07-19 Issue: Volume: Page:
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Huang Yaoying¹^ORCID,Ding Qian¹,Wang Yu²,Liao Zaiyi³,Yin Xiaohui¹

Affiliation:

1. College of Hydraulic and Environmental Engineering China Three Gorges University Yichang China

2. Relocation & Resettlement Office China Three Gorges Corporation Chengdu China

3. Department of Architectural Science Ryerson University Toronto Ontario Canada

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202000832

Reference28 articles.

1. Dam and wet-screened concrete creep in compression: in situ experimental results and creep strains prediction using model B3 and composite models

2. GB/T 50082 Standard for Test Method of Long‐Term Performance and Durability of Ordinary Concrete.Beijing:Standards Press of China;2009.

3. ASTM C666 Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing.West Conshohocken PA:ASTM International;2003.

4. Coupled effects of sustained compressive loading and freeze–thaw cycles on water penetration into concrete

5. Fractional‐order freezing‐and‐thawing damage model for hydraulic concrete subjected to variable temperature processes

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