Self-healing concrete with a bacteria-based or crystalline admixture as healing agent to prevent chloride ingress and corrosion in a marine environment

被引:8
作者
Cappellesso, Vanessa Giaretton [1 ,2 ]
Van Mullem, Tim [1 ]
Gruyaert, Elke [2 ]
Van Tittelboom, Kim [1 ]
De Belie, Nele [1 ]
机构
[1] Univ Ghent, Fac Engn & Architecture, Dept Struct Engn & Bldg Mat, Magnel Vandepitte Lab, Technol Pk Zwijnaarde 60, B-9052 Ghent, Belgium
[2] Katholieke Univ Leuven, Dept Civil Engn Mat & Construct, Ghent Technol Campus,Gebroeders Smetstr 1, B-9000 Ghent, Belgium
基金
欧盟地平线“2020”;
关键词
Self -healing concrete; Healing agents; Corrosion; Chloride; Marine environment; Concrete durability; CALCIUM-CARBONATE; CRACKED CONCRETE; PART I; STEEL; PARAMETERS; CAPABILITY; PHASE; WIDTH;
D O I
10.1016/j.dibe.2024.100486
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Innovative solutions are needed to improve the durability of concrete structures in marine environment. Bacteria-based agents (BAS) and crystalline admixtures (CA) are explored as healing agents to enhance chloride resistance and prevent corrosion. Healing of 100 mu m and 300 mu m wide cracks was investigated, in combination with two conditioning methods. Either the samples were subjected to wet/dry cycles for 3 months before exposure ("healed"), or they were directly exposed to artificial seawater after crack creation ("unhealed"). After 12 months of submersion, BAS reduced chloride ingress even in the presence of cracks but showed limitations in preventing corrosion in cracked samples. In contrast, the CA series demonstrated a reduction in chloride ingress in both uncracked and cracked concrete and effectively prevented reinforcement corrosion in healed samples and samples with cracks of 100 mu m. This highlights the potential of customized self-healing solutions to improve concrete durability in marine environments.
引用
收藏
页数:23
相关论文
共 80 条
[51]  
Mors R., 2019, RILEM Technical Letters, V4, P138, DOI [10.21809/rilemtechlett.2019.93, DOI 10.21809/RILEMTECHLETT.2019.93, 10.21809/RILEMTECHLETT.2019.93]
[52]   Chloride Ingress in Cement Mortars Exposed to Acidithiobacillus thiooxidans Bacteria [J].
Munyao, Onesmus Mulwa ;
Thiong'o, Joseph Karanja ;
Wachira, Jackson Muthengia ;
Mutitu, Daniel Karanja ;
Murithi, Genson ;
Mwirichia, Romano .
ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2020, 2020
[53]  
Nasser A.A., 2022, ERJ. Engineering Research Journal, V45, P401
[54]   Microstructural characterization of self-healing products in cementitious systems containing crystalline admixture in the short- and long-term [J].
Oliveira, Aline de Souza ;
Toledo Filho, Romildo Dias ;
Rego Fairbairn, Eduardo de Moraes ;
Cappa de Oliveira, Luiz Fernando ;
Martins Gomes, Otavio da Fonseca .
CEMENT & CONCRETE COMPOSITES, 2022, 126
[55]   Chloride-induced corrosion of steel in cracked concrete - Part I: Experimental studies under accelerated and natural marine environments [J].
Otieno, M. ;
Beushausen, H. ;
Alexander, M. .
CEMENT AND CONCRETE RESEARCH, 2016, 79 :373-385
[56]   Autogenous healing of marine exposed concrete: Characterization and quantification through visual crack closure [J].
Palin, D. ;
Wiktor, V. ;
Jonkers, H. M. .
CEMENT AND CONCRETE RESEARCH, 2015, 73 :17-24
[57]  
Palin D, 2017, BIOMIMETICS, V2, DOI 10.3390/biomimetics2030013
[58]   Silver nitrate colorimetric method to detect chloride penetration in carbonated concrete: How to prevent false positives [J].
Pontes, C., V ;
Reus, G. C. ;
Araujo, E. C. ;
Medeiros, M. H. F. .
JOURNAL OF BUILDING ENGINEERING, 2021, 34
[59]   Durability of concrete containing blended cements in harsh marine environments: 18 years exposure study [J].
Ramezanianpour, A. A. ;
Pourkhorshidi, A. R. ;
Sobhani, J. ;
Moodi, F. .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 299
[60]   Chemo-physico-mechanical properties of the interface zone between bacterial PLA self-healing capsules and cement paste [J].
Rodriguez, C. Romero ;
de Mendonca Filho, F. Franca ;
Mercuri, L. ;
Gan, Y. ;
Rossi, E. ;
Anglani, G. ;
Antonaci, P. ;
Schlangen, E. ;
Savija, B. .
CEMENT AND CONCRETE RESEARCH, 2020, 138