journal article·2025-12Open access

Feasibility study on self-sensing and anti-corrosion integrated cement-based composite materials: Microstructure characterization, anti-corrosion and self-sensing properties

Jun Tian, Siyu Zhang, Xiaowei Wu, Wen-Wei Wang, Mingyuan Liu, Yu Zheng, Jinyun Yuan, Hao Fu

Abstract

This study proposes an innovative integration of reinforcement corrosion protection and self-sensing monitoring of steel corrosion degree using an intelligent functional cement-based composite. A systematic feasibility investigation was conducted on a newly designed cementitious material possessing both corrosion inhibition and self-sensing capabilities. The experimental program included assessments of workability, mechanical properties, anti-corrosion performance, self-sensing behavior under axial compression, corrosion sensing sensitivity, and microstructural characteristics. Key variables included type and content of conductive fillers, water-binder ratio, reinforcement ratio, and electrified corrosion duration. The findings indicated that it is basically feasible to realize the integration of steel corrosion protection and corrosion self-sensing monitoring based on the new cement-based composite material with both reinforcement corrosion protection and self-sensing functions. When the carbon fiber content reached 1.5%, it exhibits excellent self-sensing sensitivity. If 1.5% carbon fiber and 2.0% nickel powder are additionally mixed, it would have excellent anti-corrosion performance for reinforcing bars. Specifically, the intelligent functional cement-based composite material can effectively achieve rust prevention of reinforcing bars and also self-sensing monitoring of the steel-bar corrosion degree through the resistivity change rate. Research showed that as the electrified corrosion duration increased, the self-sensing performance of cement-based composite material showed a pattern of first enhancing and then weakening. However, this function can only be realized under the condition of the compression of reinforcing bars and the cement-based composite material together. This study can provide an innovative solution for the intelligent protection and health monitoring of coastal infrastructure and open up new ideas for research and application in related fields. • This study innovatively proposed a new idea of integrated anticorrosion and monitoring based on intelligence-function cement-based composite materials. • This study innovatively developed a new cement-based composite material with both reinforcement anti-corrosion function and self-sensing function. • This study verified the feasibility of the new idea of integrating anti-corrosion and monitoring based on intelligence-function cement-based composite materials through experiments. • It innovatively revealed the influence mechanism of reinforcement ratio on the self-sensing ability of intelligent functional cement-based composite materials under axial compression.
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Research context

OpenAlex topics: Smart Materials for Construction · Concrete Corrosion and Durability · Corrosion Behavior and Inhibition

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (70)

Show source-provided references
1. Study on deterioration of mechanical properties and voltage-strength theoretical model of CFRP/conductive ECC composites under coupling effect of anode polarization, load and erosion environment
2. Coupled effects of chlorides and sulfates on steel reinforcement corrosion in concrete structures: a comprehensive review
3. Seismic performance of CFRP-strengthened steel fiber reinforced concrete composite columns: Experimental, numerical and theoretical analyses10.1016/j.conbuildmat.2025.144692 ↗
4. Imaging-based detection and classification of corrosion damages in reinforced concrete using ultrasonic shear waves
5. A state-of-the-art review on monitoring technology and characterization of reinforcement corrosion in concrete
6. Mechanical properties and chloride penetration resistance of copper slag aggregate concrete10.3390/fractalfract6080427 ↗
7. Bond strength and corrosion behavior of rebar embedded in copper slag concrete composites10.1016/j.conbuildmat.2024.135134 ↗
8. Influence of copper slag on corrosion behavior of horizontal steel bars in reinforced concrete column specimen due to chloride-induced corrosion
9. Corrosion behavior of reinforcing steel bar embedded in concrete with nickel slag coarse aggregates
10. Corrosion behaviour of reinforced steel in concrete with ground limestone partial cement replacement10.1680/macr.14.00156 ↗
11. Chloride ion penetration resistance of reactive powder concrete with mineral admixtures
12. Study on the corrosion of steel rebar embedded in engineered cementitious composites (ECCs) containing ceramic waste by electrochemical methods
13. Effect of ceramic waste powder on corrosion resistance of steel-reinforced concrete beams
14. Rebar corrosion and ASR durability assessment of fly ash concrete mixes using high contents of fine recycled aggregates10.1016/j.conbuildmat.2022.128759 ↗
15. Effect of fly ash on concrete reinforcement corrosion studied by EIS10.1016/S0958-9465(00)00003-2 ↗
16. Effect of nano-silica and nano-waste material on durability and corrosion rate of steel reinforcement embedded in high-performance concrete10.1007/s42107-018-0093-5 ↗
17. Simultaneous effect of nano and micro silica on corrosion behaviour of reinforcement in concrete containing cement strength grade of C-52510.1016/j.promfg.2018.03.062 ↗
18. Corrosion behavior of modified cement-based coated steel rebar subjected to different levels of tensile loads
19. The effect of graphene oxide on the mechanical properties, impermeability and corrosion resistance of cement mortar containing mineral admixtures
20. Influence of graphene nanoplatelets on the passivation and corrosion resistance of carbon steel bars in ordinary portland cement mortar10.1016/j.conbuildmat.2024.138948 ↗
21. Corrosion protection of CNTs/CNFs modified cement mortars
22. Effect of CNT and CNF loading and count on the corrosion resistance, conductivity and mechanical properties of nanomodified OPC mortars10.1016/j.conbuildmat.2017.04.112 ↗
23. Effect of fine crack width and water cement ratio of SHCC on chloride ingress and rebar corrosion10.1016/j.cemconcomp.2017.03.006 ↗
24. Synergistic impact of temperature and pore saturation on corrosion in carbonated reinforced Concrete
25. Steel rebar corrosion and corrosion-induced cracking in reinforced foamed concrete10.3389/fmats.2022.1054662 ↗
26. Harbin institute of technology
27. Corrosion resistance of steel reinforcement in carbonated reactive magnesia cement-based mixes with different Portland cement contents10.1016/j.cemconcomp.2024.105668 ↗
28. Effects of reinforcement configuration and sustained load on the behaviour of reinforced concrete beams affected by reinforcing steel corrosion10.1016/j.cemconcomp.2012.07.010 ↗
29. Study on the conductivity of carbon fiber self-sensing high ductility cementitious composite
30. Self-sensing ultra-lightweight engineered cementitious composites (ECC) with carbon fibres10.1016/j.measurement.2024.115215 ↗
31. Self-sensing capability of engineered cementitious composites: effects of aging and loading conditions10.1016/j.conbuildmat.2019.117132 ↗
32. The Mechanical and self-sensing properties of carbon fiber-and polypropylene fiber-reinforced engineered cementitious composites utilizing environmentally friendly glass aggregate
33. Assessment of self-sensing capability of carbon black engineered cementitious composites10.1016/j.conbuildmat.2018.04.031 ↗
34. Self-sensing properties of engineered cementitious composites10.1016/j.conbuildmat.2018.04.129 ↗
35. Self-sensing performance of cement-based sensor with carbon black and polypropylene fibre subjected to different loading conditions
36. Mechanical and electrical characterisation of steel fiber and carbon black engineered cementitious composites10.1016/j.proeng.2017.04.491 ↗
37. Mechanical and piezoelectric properties of ECC with CNT incorporated through fiber modification10.1016/j.conbuildmat.2020.119717 ↗
38. Steel reinforcing bar and steel fibers content effect on tensile and electrical behaviors of strain-hardening cement composite (SHCC) with MWCNTs in direct tension10.3390/app11052446 ↗
39. Shi · 2018
40. Self-sensing function and thermoelectric effect of engineered cementitious composites (ECC) with porous structures10.1016/j.enbuild.2024.114846 ↗
41. Feasibility study of smart functional strain-hardening cementitious composites: self-sensing model and experimental performance10.1016/j.conbuildmat.2024.136850 ↗
42. Seismic behavior and skeleton curve model of SFRC shear walls reinforced by CFRP bars10.1016/j.conbuildmat.2025.142975 ↗
43. Self-sensing properties and piezoresistive effect of high ductility cementitious composite10.1016/j.conbuildmat.2022.126390 ↗
44. Experimental and numerical investigation on seismic performance of SFRC shear walls with CFRP bars10.1016/j.istruc.2024.106958 ↗
45. Mechanical properties, electrical resistivity and piezoresistivity of carbon fibre-based self-sensing cementitious composites10.1016/j.ceramint.2020.11.133 ↗
46. Studies on the electrical conductivity of carbon black filled polymers10.1002/(SICI)1097-4628(19960118)59:3<383::AID-APP1>3.0.CO;2-L ↗
47. Nonevaporable water from neat OPC and replacement materials in composite cements hydrated at different temperatures10.1016/S0008-8846(03)00208-4 ↗
48. GB/T 2419-2005 · 2005
49. JCT 2461-2018 · 2018
50. GB/T50082-2009 · 2009
51. Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete10.1061/(ASCE)0899-1561(2003)15:1(41) ↗
52. Effect of corrosion on shear behavior of reinforced engineered cementitious composite beams
53. Dual function carbon fibre fabric strengthening and impressed current cathodic protection (ICCP) anode for reinforced concrete structures10.1617/s11527-014-0300-0 ↗
54. Corrosion behavior analysis of self-compacting concrete using impressed current and rapid chloride penetration test10.21660/2023.101.s8575 ↗
55. Factors controlling cracking of concrete affected by reinforcement corrosion10.1007/BF02480466 ↗
56. On-site measurements of corrosion rate of reinforcements10.1016/S0950-0618(00)00063-5 ↗
57. Influence of pore networking and electric current density on the crack pattern in reinforced concrete test due to pressure rust layer at early ages of an accelerated corrosion test10.3390/ma12152477 ↗
58. Analysis of naturally-generated corrosion products due to chlorides in 20-year old reinforced concrete: an elastic modulus-mineralogy characterization10.1016/j.corsci.2021.109356 ↗
59. Study of reinforcing steel corrosion behaviour treated by bluing and cerium chemical conversion treatments, part I: conventional electrochemical techniques10.1016/j.cemconcomp.2018.03.012 ↗
60. Theoretical and experimental study on the electrical resistivity method for evaluating fresh concrete segregation
61. Investigations on influencing factors of resistivity measurement for graphite tailings concrete10.1016/j.cemconcomp.2021.104206 ↗
62. Measurement techniques for self-sensing cementitious composites under flexure10.1016/j.cemconcomp.2023.105215 ↗
63. An experimental approach to assess the sensitivity of a smart concrete10.3390/buildings13082034 ↗
64. Factors that influence electrical resistivity measurements in cementitious systems10.3141/2342-11 ↗
65. Corrosion behavior of electrodeposited nickel-based coatings with W, Mo, and TiOx10.1007/s10008-023-05696-3 ↗
66. Observation of nickel hydroxide layer on Ni electrode by in situ atomic force microscopy10.12693/APhysPolA.89.401 ↗
67. Effects of phosphorus on corrosion resistance of electroless nickel in 50% sodium hydroxide10.5006/1.3293524 ↗
68. Corrosion sensitivity of nickel-based alloy inconel 600 in pressurized water reactor water chemistry: can KOH replace LiOH?10.1016/j.corsci.2025.113052 ↗
69. Interface behaviors between smart-functional ECC and steel rebar under coupling effect of sustained load and chloride ion erosion: corrosion resistance, mechanical and self-sensing properties10.1016/j.conbuildmat.2024.137205 ↗
70. Nickel powder filled piezoresistive composites based on field emission and quantum tunneling effect