Study on the durability deterioration law of marine concrete with nano-particles under the coupled effects of freeze-thaw cycles, flexural fatigue load and Cl− erosion-Reference-Cited by-同舟云学术

Study on the durability deterioration law of marine concrete with nano-particles under the coupled effects of freeze-thaw cycles, flexural fatigue load and Cl− erosion

Published:2024-06 Issue: Volume:87 Page:109039
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Zhang Maohua^ORCID,Cui Jiyin,Liu Ke,Sun Shanghui

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference33 articles.

1. Fib Model Code for Concrete Structures 2010, International Federation of Structural Concrete,2013

2. Reactive molecular dynamics study on carbon steel corrosion induced by chloride: effects of applied potential and temperature;Liu;Construct. Build. Mater.,2024

3. Damage process of concrete subjected to coupling fatigue load and freeze-thaw cycles;Qiao;Construct. Build. Mater.,2015

4. Damage of concrete experiencing flexural fatigue load and closed freeze/thaw cycles simultaneously;Li;Construct. Build. Mater.,2011

5. Damage Deterioration and Life Prediction of Concrete with Different Water Saturation Levels under Freeze-Thaw and Fatigue Coupling Effects;Qiao,2018

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