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
Source abstract
Abstract
This study aims to systematically investigate the deterioration of tensile properties, voltage variation, and voltage-strength theoretical model of CFRP/ conductive ECC composites under coupling effect of anode polarization, load and erosion environment. The effects of testing parameters including conductive ECC mixture type, electric current density, polarization time, tensile stress value, sulfate soak time, and sulfate attack-wet and dry cycle time were synthetically investigated. The experimental results indicated that the voltage increases approximately linearly with the increase of degradation time in the voltage-deterioration time curves. The stress-strain curve can be divided into three stages: the stress-strain linear increase stage, the strain hardening characteristic stage, and the decline stage during failure. The conductive ECC mixture type, polarization time, current density, tensile stress value, sulfate soak time, and sulfate attack-wet and dry cycle time all have significant effects the deterioration of tensile strength and the voltage change ratio of CFRP/ conductive ECC composite. More importantly, an innovative voltage-strength theoretical model was proposed, which can predict the relationship between voltage and material deterioration strength. The theoretical model is in good agreement not only with the experimental results of this study, but also with the results of other studies. The model proposed can be used to predict deterioration degree of materials in real time, which has very important guiding significance for impressed current cathodic protection-structural strengthening technology (ICCP-SS) technology. This study is expected to promote a more comprehensive understanding of the deterioration of mechanical properties and voltage-strength theoretical model of CFRP/conductive ECC composites for ICCP-SS technology. • An innovative voltage-strength theoretical model was proposed, which can predict the relationship between voltage and material deterioration strength. • The deterioration of mechanical properties of CFRP/ conductive ECC composites under coupling effect of anode polarization, load and erosion environment are systematically explored in experimental testing. • Conductive ECC mixture type, polarization time, current density, tensile stress value, sulfate soak time, and sulfate attack-wet and dry cycle time have significant effects the tensile deterioration strength and voltage change ratio of CFRP/ conductive ECC composite.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete Corrosion and Durability · Smart Materials for Construction · Corrosion Behavior and Inhibition
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (26)
Show source-provided references
1. Durability of marine concrete doped with nanoparticles under joint action of Cl-erosion and carbonation
2. Atmospheric chloride-induced corrosion of steel-reinforced concrete beam exposed to real marine-environment for 7 years10.1016/j.oceaneng.2023.115675 ↗
3. Shear behaviors of engineered cementitious composites to seawater sea-sand concrete (ECC-to-SSSC) interfaces cast using 3D-printed pre-grooving formwork: Mechanical properties, characterization, and life-cycle assessment
4. A multi-phase numerical simulation method for the changing process of expansion products on concrete under sulfate attack
5. Application of microbial mineralization technology for marine concrete crack repair: a review10.1016/j.jobe.2023.106299 ↗
6. Erosion behavior of ions in lining concrete incorporating fly ash and silica fume under the combined action of load and flowing groundwater containing composite salt
7. Underwater abrasion of steel fiber-reinforced self-compacting concrete
8. The damage effect on the dynamic characteristics of FRP-strengthened reinforced concrete structures10.1016/j.compstruct.2023.116731 ↗
9. Experimental study on flexural behavior of RC beams strengthened with FRP/SMA composites10.1016/j.engstruct.2023.116288 ↗
10. Experimental study and analysis model of flexural synergistic effect of reinforced concrete beams strengthened with ECC10.1016/j.conbuildmat.2022.128987 ↗
11. Use of high strength, high ductility engineered cementitious composites (ECC) to enhance the flexural performance of reinforced concrete beams
12. Study on bonding behavior of FRP grid-ECC composite layer and concrete with quantitative interface treatment10.1016/j.engstruct.2023.116768 ↗
13. Flexural behavior of reinforced concrete (RC) beams strengthened with carbon fiber reinforced polymer (CFRP) and ECC
14. Effectiveness of a dual-functional intervention method on the durability of reinforced concrete beams in marine environment10.1016/j.conbuildmat.2019.06.102 ↗
15. Liang H. Fatigue behavior of simply supported beams reinforced by ICCP-SS system. Master thesis. Shenzhen: Shenzhen University, 2019.
16. C-FRCM jacket confinement for RC columns under impressed current cathodic protection10.1061/(ASCE)CC.1943-5614.0001006 ↗
17. Liu J. Design of new AAM/CFRP composite auxiliary anode and its application in ICCP-SS system. Master thesis. Shenzhen: Shenzhen University, 2017.
18. Peng W. Study on the properties of CFRP/ alkali excited gelling composite as auxiliary anode in ICCP-SS system. Master thesis. Shenzhen: Shenzhen University, 2016.
19. Recycling of carbon fibers from carbon fiber reinforced polymer using electrochemical method10.1016/j.compositesa.2015.07.015 ↗
20. Dual function behavior of carbon fiber-reinforced polymer in simulated pore solution10.3390/ma9020103 ↗
21. Mechanical and electrochemical performance of carbon fiber reinforced polymer in oxygen evolution environment10.3390/polym8110393 ↗
22. Lin J. Study on mechanical and interfacial bonding properties of dual functional strengthening material. Master thesis. Harbin: Harbin Institute of Technology, 2019.
23. Tensile behaviour of carbon fabric reinforced cementitious matrix composites as both strengthening and anode materials10.1016/j.compstruct.2019.111675 ↗
24. The performance of carbon fibre composites as ICCP anodes for reinforced concrete structures10.5402/2012/814923 ↗
25. Zhu Y. Research on the performance degradation of CFRCM-concrete interface caused by impressed current cathodic protection. Master thesis. Shenzhen: Shenzhen University, 2018.
26. The ICCP-SS technique for retrofitting reinforced concrete compressive members subjected to corrosion10.1016/j.conbuildmat.2018.01.096 ↗