Bonding strength evolution of the steel-concrete interface exposed to high concentration CO2 up to 1000 kPa partial pressure-Reference-Cited by-同舟云学术

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Bonding strength evolution of the steel-concrete interface exposed to high concentration CO2 up to 1000 kPa partial pressure

Published:2024-02 Issue: Volume:417 Page:135127
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Zhang Liwei^ORCID,Xue Quan,Mei Kaiyuan^ORCID,Li Xiaochun,Wang Yan,Cheng Xiaowei,Fu Xiaojuan

Publisher

Elsevier BV

Reference47 articles.

1. Reinforced concrete structures: a review of corrosion mechanisms and advances in electrical methods for corrosion monitoring;Rodrigues;Constr. Build. Mater.,2021

2. Fracture opening or self-sealing: critical residence time as a unifying parameter for cement-CO2-brine interactions;Brunet;Int. J. Greenh. Gas. Control.,2016

3. Statistical modelling of carbonation in reinforced concrete;Silva;Cem. Concr. Compos.,2014

4. Utilization of CO2 curing to enhance the properties of recycled aggregate and prepared concrete: a review;Liang;Cem. Concr. Compos.,2020

5. Experimental investigation and mathematical modeling of the concrete carbonation problem;Papadakis;Chem. Eng. Sci.,1991

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1. The effects of modified interface agents on the bonding characteristics between customized cement adhesive for insulators and aluminum flanges;Materials Today Communications;2024-12

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