journal article·2024-08-01Open access

Research on the Corrosion Resistance of Reactive Powder Concrete with Straw Fibers under Chloride Environment

An Wang, Weixiang Sun, Miao Lu, Xi Peng, Hui Wang, Yao Ji

Coatings· Volume 14· Issue 8

Abstract

Reactive powder concrete (RPC) is widely used in large-scale bridges, and its durability in coastal areas has become a significant concern. Straw fibers have been evidenced to improve the mechanical properties of concrete, while research on their influence on the chloride corrosion resistance of RPC is deficient. Therefore, it is essential to establish the relationships between the quantities and parameters of straw fibers and the properties of the resulting concrete. In this study, the mass loss rates (MLRs), the relative dynamic modulus of elasticity (RDME), the electrical resistance (R), the AC impedance spectrum (ACIS), and the corrosion rates of steel-bar-reinforced RPC mixed with 0%–4% straw fibers by volume of RPC were investigated. A scanning electron microscope (SEM) and X-ray diffraction (XRD) were used to analyze the corrosion of steel bars. The reinforced RPC specimens were exposed to a 3% NaCl dry-wet alternations (D-As) and 3% NaCl freeze-thaw cycles (F-Cs) environment. The results show that, after adding 1%–4% straw fibers, the setting time and slump flow of fresh RPC were reduced by up to 16.92% and 12.89%. The MLRs were −0.44%–0.43% and −0.38%–0.42%, respectively, during the D-As and F-Cs. The relationship between the RDME and the fiber volume ratio was the quadratic function, and it was improved by 9.34%–13.94% and 3.01%–5.26% after 10 D-As and 100 F-Cs, respectively. Incorporating 4% straw fibers reduced the R values of the reinforced RPC specimens by up to 22.90% and decreased the corrosion rates after 10 D-As and 100 F-Cs by 26.08% and 82.29%, respectively. The impedance value was also increased. Moreover, a dense, ultra-fine iron layer and α-FeO(OH) were observed in the rust of rebars by SEM and XRD, as the corrosion resistance of rebars was enhanced. The results indicate that straw fibers improved the corrosion resistance of RPC, which can serve as a protective material to inhibit concrete cracking and thereby prevent rebar oxidation. This study provides theoretical support for the investigation of surface phenomena in reinforced RPC with straw fibers.
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Research context

OpenAlex topics: Innovative concrete reinforcement materials · Concrete and Cement Materials Research · Concrete Corrosion and Durability

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

Affiliations

School of Civil Engineering and Geographic Environment, Ningbo University, Ningbo 315000, China

China Construction Infrastructure Co., Ltd., Beijing 100020, China

School of Civil Transportation Engineering, Ningbo University of Technology, Ningbo 315211, China

Ningbo Roaby Technology Industrial Group Co., Ltd., Ningbo 315800, China

Funding

Zhejiang Provincial Natural Science Foundation of China

References (78)

Show source-provided references
1. Sanjuán, M.Á., and Andrade, C. (2021). Reactive powder concrete: Durability and applications. Appl. Sci., 11.10.3390/app11125629 ↗
2. An experimental investigation on durability properties of reactive powder concrete
3. Experimental study on interior precast concrete beam–column connections with lap-spliced steel bars in field-cast RPC10.1016/j.engstruct.2020.111481 ↗
4. Tension lap splice length of reinforcing bars embedded in reactive powder concrete (RPC)10.1016/j.istruc.2018.12.011 ↗
5. Bond behavior between reinforcing bar and reactive powder concrete10.1002/suco.202100298 ↗
6. Bond behaviors between nano-engineered concrete and steel bars10.1016/j.conbuildmat.2021.124261 ↗
7. Yi, T., Wang, H., Xie, J., and Wang, W. (2021). Flexural strength and acoustic damage characteristics of steel bar reactive powder concrete. Appl. Sci., 11.10.3390/app11157017 ↗
8. Experimental study on flexural behaviour of reinforced reactive powder concrete pole10.1016/j.conbuildmat.2021.125399 ↗
9. Flexural behavior of reinforced concrete beams strengthened by HDC and RPC10.1016/j.conbuildmat.2018.08.124 ↗
10. Effect of corrosion pit distribution of rebar on pore, and crack characteristics in concrete10.1016/j.cemconcomp.2024.105476 ↗
11. Oxygen diffusion into unsaturated seawater and sea sand concrete and its effect on non-uniform corrosion of steel bars10.1016/j.jobe.2024.108665 ↗
12. Atmospheric chloride-induced corrosion of steel-reinforced concrete beam exposed to real marine-environment for 7 years10.1016/j.oceaneng.2023.115675 ↗
13. 3D mesoscale investigation of non-uniform steel corrosion in reinforced concrete under chloride environments10.1016/j.conbuildmat.2023.134273 ↗
14. Evaluation of Residual Structural Capacity in Corroded Reinforced Concrete Structures
15. Experimental investigations into stocky composite columns of concrete-filled circular S690 steel tubes under compression10.1016/j.engstruct.2024.118016 ↗
16. Phase-field method for modeling non-uniform corrosion-induced cracking in concrete10.1016/j.engfracmech.2023.109131 ↗
17. Mansour, M., Ismail, M.H., Iatif, L., Alshalif, A., Milad, A., and Bargi, W. (2023). A systematic review of the concrete durability incorporating recycled glass. Sustainability, 15.10.3390/su15043568 ↗
18. Self-healing efficiency of Ultra High-Performance Fiber-Reinforced Concrete through permeability to chlorides10.1016/j.conbuildmat.2021.125168 ↗
19. Experimental study on the effect of carbon nanofiber content on the durability of concrete10.1016/j.conbuildmat.2020.118891 ↗
20. Durability against steel corrosion of HPFRCC with bending cracks10.3151/jact.11.135 ↗
21. Orthogonal experimental study on hybrid-fiber high-durability concrete for marine environment10.1016/j.jmrt.2021.05.088 ↗
22. Enhancing the interfacial compatibility and self-healing performance of microbial mortars by nano-SiO2-modified basalt fibers10.1016/j.cemconcomp.2024.105650 ↗
23. On use of polyvinylpyrrolidone to modify polyethylene fibers for improving tensile properties of high strength ECC10.1016/j.conbuildmat.2024.135354 ↗
24. A review of composite materials based on rice straw and future trends for sustainable composites10.1016/j.jclepro.2024.142417 ↗
25. Dynamic compressive properties of rubberized mortar reinforced with straw-fiber additive10.1016/j.conbuildmat.2023.133679 ↗
26. A review on recent eco-friendly strategies to utilize rice straw in construction industry: Pathways from bane to boon10.1007/s11356-022-24704-z ↗
27. Effects of Nano-SiO2 grafting on improving the interfacial and mechanical properties of concrete with rice straw fibers10.1016/j.conbuildmat.2023.132516 ↗
28. Durability evaluation of wheat straw reinforced concrete for sustainable structures10.1016/j.jobe.2023.108400 ↗
29. Synergistic Valorization of Rice Straw and Red Brick Demolition in development performance of Lightweight Cement Mortars10.1016/j.jobe.2024.109769 ↗
30. Gong, K., Liang, Z., Peng, X., and Wang, H. (2023). Research into Preparation and Performance of Fast-Hardening RPC Mixed with Straw. Materials, 16.10.3390/ma16155310 ↗
31. Mahdy, M.M., Mahfouz, S.Y., Tawfic, A.F., and Ali, M. (2023). Performance of rice straw fibers on hardened concrete properties under effect of impact load and gamma radiation. Fibers, 11.10.3390/fib11050042 ↗
32. Improvement in the strength of concrete reinforced with agriculture fibers: Assessment on mechanical properties and microstructure analysis
33. Beskopylny, A.N., Stelmakh, S.A., and Shcherban, E. (2022). Influence of Electromagnetic Activation of Cement Paste and Nano-Modification by Rice Straw Biochar on the Structure and Characteristics of Concrete. J. Compos. Sci., 6.10.3390/jcs6090268 ↗
34. Study of the Impact of Rice Straw Particle Size on the Mechanical and Thermal Properties of Straw Lime Concretes
35. Zhao, R., Feng, B., and Fu, J. (2024). Study on Improving Physical–Mechanical Properties and Frost Resistance of Straw–Mortar Composite Wall Materials by Pretreatment. Sustainability, 16.10.3390/su16135608 ↗
36. Behavior of Natural Fiber Reinforced Concrete Using Rice Straws
37. Effect of maintenance environment on the mechanical property and pore structure of cement paste mixed by seawater10.1016/j.conbuildmat.2024.135280 ↗
38. (2019). Standard for Test Methods of Concrete Physical and Mechanical Properties (Standard No. GB/T 50081-2019).
39. (2015). Code for Acceptance of Constructional Quality of Concrete Structures (Standard No. GB/T 50204-2015).
40. (2005). Test Method for Fluidity of Cement Mortor (Standard No. GB/T2419-2005).
41. (2009). Standard for Test Method of Basic Properties of Construction Mortar (Standard No. JGJ/T 70-2009).
42. Investigation on the mechanical properties and durability of high performance concrete reinforced with waste tires fibers10.18540/jcecvl9iss5pp16062-01e ↗
43. (2009). Non-Destructive Testing—Practice for Measuring Ultrasonic Velocity in Materials (Standard No. GB/T 23900-2009).
44. Wang, H., Cai, X., and Peng, X. (2023). Study on Soil Corrosion Resistance Reinforced with Reactive Powder Concrete in Chloride Environment. Coatings, 13.10.3390/coatings13071134 ↗
45. Corrosion rate of steel in concrete—Measurements beyond the Tafel law10.1016/j.corsci.2005.06.021 ↗
46. Study on properties and durability of alkali activated rice straw fibers cement composites10.1016/j.jobe.2022.105515 ↗
47. Efficacy of modified rice straw fiber on properties of cementitious composites10.1016/j.jclepro.2020.124184 ↗
48. Pre-treated corn straw fiber for fiber-reinforced concrete preparation with high resistance to chloride ions corrosion
49. A study on the durability parameters of concrete structures reinforced with synthetic fibers in high chloride concentrated shorelines10.1016/j.conbuildmat.2018.12.155 ↗
50. Performance Degradation of Fiber-Reinforced Concrete under Freeze–Thaw Cycles and Its Resistance to Chloride Ion Penetration10.1061/(ASCE)MT.1943-5533.0004314 ↗
51. Jiang, H., Wang, K., and Wang, H. (2023). The Corrosion Resistance of Reinforced Reactive Powder Concrete with Secondary Aluminum Ash Exposed to NaCl Action. Materials, 16.10.3390/ma16165615 ↗
52. Effect of pre-treatment and content of wheat straw on energy absorption capability of concrete10.1016/j.conbuildmat.2019.07.086 ↗
53. Characterization of damage using ultrasonic testing on different types of concrete
54. Cosoli, G., Mobili, A., Tittarelli, F., Revel, G., and Chiariotti, P. (2020). Electrical resistivity and electrical impedance measurement in mortar and concrete elements: A systematic review. Appl. Sci., 10.10.3390/app10249152 ↗
55. Electrical resistivity model for quantifying concrete chloride diffusion coefficient10.1016/j.cemconcomp.2020.103707 ↗
56. The experimental study on the effect of paddy straw fibers on mechanical properties of sustainable concrete
57. Wang, R., He, F., Chen, C., and Dai, L. (2020). Evaluation of electrode-sample contact impedance under different curing humidity conditions during measurement of AC impedance of cement-based materials. Sci. Rep., 10.10.1038/s41598-020-74925-w ↗
58. Electrode polarization in dielectric measurements: A review10.1088/0957-0233/24/10/102001 ↗
59. Electrical impedance behaviour of carbon fibre reinforced cement-based sensors at different moisture contents10.1016/j.conbuildmat.2022.129049 ↗
60. Treatment methods for plant fibers for use as reinforcement in cement-based materials10.1007/s10570-021-03903-w ↗
61. Review on the deterioration and approaches to enhance the durability of concrete in the freeze–thaw environment10.1016/j.conbuildmat.2022.126371 ↗
62. Wang, D., Xu, Z.Q., Xu, N., Hu, Z., Wang, H., and Shi, F. (2024). The Corrosion Resistance of Concrete-Filled Steel Tubes with the Assembly Unit of Na2MoO4 and Benzotriazole. Coatings, 14.10.3390/coatings14030349 ↗
63. Chloride diffusion and wicking in concrete exposed to NaCl and MgCl2 solutions10.1061/(ASCE)MT.1943-5533.0002192 ↗
64. Corrosion of steel rebar in concrete induced by chloride ions under natural environments10.1016/j.conbuildmat.2023.130504 ↗
65. Chloride penetration of concrete exposed to dry-wet cycle with various dry-wet ratios and temperature10.1016/j.conbuildmat.2023.132883 ↗
66. Corrosion mechanism and damage characteristic of steel fiber concrete under the effect of stray current and salt solution10.1016/j.conbuildmat.2021.125618 ↗
67. Development of admixtures on seawater sea sand concrete: A critical review on Concrete hardening, chloride ion penetration and steel corrosion10.1016/j.conbuildmat.2023.134219 ↗
68. Salt scaling resistance of pre-cracked ultra-high performance concrete with the coupling of salt freeze-thaw and wet-dry cycles10.1016/j.cemconcomp.2023.105396 ↗
69. Deterioration of concrete under the coupling effects of freeze–thaw cycles and other actions: A review10.1016/j.conbuildmat.2021.126045 ↗
70. Structure of the rust layer of weathering steel in A high chloride environment: A detailed characterization via HRTEM, STEM-EDS, and FIB-SEM10.1016/j.corsci.2020.108997 ↗
71. Residual mechanical performance and rust characterization of self-prestressing UHPM subjected to chloride-induced corrosion10.1016/j.conbuildmat.2023.132469 ↗
72. Mechanistic modelling of atmospheric corrosion of carbon steel in Port-Louis by electrochemical characterisation of rust layers10.1016/j.matchemphys.2022.126694 ↗
73. Study of the rust penetration and circumferential stresses in reinforced concrete at early stages of an accelerated corrosion test by means of combined SEM, EDS and strain gauges10.1016/j.conbuildmat.2018.06.195 ↗
74. Wang, G., Wu, Q., Li, X., Xu, J., Yao, X., Shi, W., and Wang, S. (2019). Microscopic analysis of steel corrosion products in seawater and sea-sand concrete. Materials, 12.10.3390/ma12203330 ↗
75. Roles of grain refinement in the rust formation and corrosion resistance of weathering steels10.1016/j.corsci.2023.111561 ↗
76. Study on rust layers of carbon steel, weathering steel and alloy steel exposed to Shanghai atmosphere for three years10.1016/j.mtcomm.2023.105520 ↗
77. Evolution of corrosion degradation in galvanised steel bolts exposed to a tropical marine environment10.1016/j.jmrt.2023.10.295 ↗
78. Spatial distribution of crystalline corrosion products formed during corrosion of stainless steel in concrete10.1016/j.cemconres.2015.02.004 ↗