Cited by 61Concrete and Cement Materials ResearchConcrete Corrosion and DurabilityInnovative concrete reinforcement materials

The DOI matches its Crossref record; 2 of the 2 references it cites were found in a registry or an index.

Effect of nano-TiO2 on the properties of cementitious composites under different exposure environments

Open access
Daniyal, Md, Akhtar, Sabih, Azam, Ameer·2019·Journal of Materials Research and Technology

Abstract

This article presents the effect of 1%, 3% and 5% content of nano-TiO2 (NT) on the fresh, hardened, microstructural and corrosion resistance properties of cementitious composites under different exposure environments (tap water, saline water and acidic solution). Various investigations such as setting time, compressive strength, scanning electron microscope (SEM), energy dispersive x-ray (EDX), X-ray diffraction (XRD) and potentiodynamic polarization studies were carried out. The setting time test confirmed that the NT acts as an accelerator. The 28 days-compressive strength of mortar increased with the addition of NT. The results of SEM and XRD analyses indicate that NT improved the microstructure and increased the amounts of desirable hydration products. The 360 days-compressive strengths of NT admixed mortar exposed under tap water, saline water and acidic solution were found to be higher than control mortar. The corrosion inhibition efficiency of NT was observed to be increasing with the increase in the dosage, in all the exposure environments.

Overview

Integrity signals

Registry

Crossref · 10.1016/j.jmrt.2019.10.010

Cites

2 of 2 references verified0 citation errors · 0 not checkable

Statistics

Recomputing p-values needs the paper’s full text.

Verification

Claims the paper makes

We couldn’t retrieve this paper’s full text, so its claims and self-check weren’t run. The registry and citation checks still apply.

Claims other papers make about this one

Each is checked against this paper’s own text: does it say what the citing paper says it does?

Citations

Cites

Flagged first, then by citations

Research works printed but not linked: 103

  1. Glasser, 2008, Durability of concrete – degradation phenomena involving detrimental chemical reactions, Cem Concr Res, 38, 226, 10.1016/j.cemconres.2007.09.015 · DOI
  2. Irassar, 1996, Sulfate attack on concrete with mineral admixtures, Cem Concr Res, 26, 113, 10.1016/0008-8846(95)00195-6 · DOI
  3. Nehdi, 2014, Investigation of concrete exposed to dual sulfate attack, Cem Concr Res, 64, 42, 10.1016/j.cemconres.2014.06.002 · DOI
  4. Santhanam, 2003, Effects of gypsum formation on the performance of cement mortars during external sulfate attack, Cem Concr Res, 33, 325, 10.1016/S0008-8846(02)00955-9 · DOI
  5. Neville, 1995, Chloride attack of reinforced concrete – an overview, Mater Struct, 28, 63, 10.1007/BF02473172 · DOI
  6. Lambert, 1991, Investigations of reinforcement corrosion. 2. Electrochemical monitoring of steel in chloride-contaminated concrete, Mater Struct, 24, 351, 10.1007/BF02472068 · DOI
  7. Saetta, 1993, The carbonation of concrete and the mechanism of moisture, heat and carbon dioxide flow through porous materials, Cem Concr Res, 23, 761, 10.1016/0008-8846(93)90030-D · DOI
  8. Morandeau, 2014, Investigation of the carbonation mechanism of CH and C–S–H in terms of kinetics, microstructure changes and moisture properties, Cem Concr Res, 56, 153, 10.1016/j.cemconres.2013.11.015 · DOI · Paper page
  9. Poursaee, 2010, Corrosion of steel bars in saturated Ca(OH)2 and concrete pore solution, Concr Res Lett, 1, 90
  10. Poursaee, 2007, Reinforcing steel passivation in mortar and pore solution, Cem Concr Res, 37, 1127, 10.1016/j.cemconres.2007.04.005 · DOI
  11. Jaffer, 2009, Chloride-induced corrosion products of steel in cracked-concrete subjected to different loading conditions, Cem Concr Res, 39, 116, 10.1016/j.cemconres.2008.11.001 · DOI
  12. Suda, 1993, Corrosion products of reinforcing bars embedded in concrete, Corros Sci, 35, 1543, 10.1016/0010-938X(93)90382-Q · DOI
  13. Tuutti, 1980, Service life of structures with regard to corrosion of embedded steel, Am Concr Inst, 65, 223
  14. Hansson, 2012, Corrosion of reinforcing bars in concrete, Corrosion, 106
  15. Erdoǧdu, 2004, Determination of chloride diffusion coefficient of concrete using open-circuit potential measurements, Cem Concr Res, 34, 603, 10.1016/j.cemconres.2003.09.024 · DOI
  16. Song, 2007, Corrosion monitoring of reinforced concrete structures – a review, Int J Electrochem Sci, 2, 1, 10.1016/S1452-3981(23)17049-0 · DOI
  17. Zhang, 2009, Effects of scan rate on the potentiodynamic polarization curve obtained to determine the Tafel slopes and corrosion current density, Corros Sci, 51, 581, 10.1016/j.corsci.2008.12.005 · DOI
  18. Jarrah, 1995, Electrochemical behaviour of steel in plain and blended cement concretes in sulphate and/or chloride environments, Constr Build Mater, 9, 97, 10.1016/0950-0618(95)00002-W · DOI
  19. Loto, 2018, Corrosion behaviour of S43035 ferritic stainless steel in hot sulphate/chloride solution, J Mater Res Technol, 7, 231, 10.1016/j.jmrt.2017.07.004 · DOI
  20. Millard, 2001, Environmental influences on linear polarisation corrosion rate measurement in reinforced concrete, NDT E Int, 34, 409, 10.1016/S0963-8695(01)00008-1 · DOI
  21. Andrade, 2005, Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method, Mater Struct, 37, 623, 10.1007/BF02483292 · DOI
  22. Natarajan, 2007, LPR meter for concrete corrosion studies, J Instrum Soc India, 37, 1
  23. Ribeiro, 2015, Use of electrochemical impedance spectroscopy (EIS) to monitoring the corrosion of reinforced concrete, Rev Ibracon Estrut Mater, 8, 529, 10.1590/S1983-41952015000400007 · DOI
  24. Ribeiro, 2016, Application of electrochemical impedance spectroscopy (EIS) to monitor the corrosion of reinforced concrete: a new approach, Constr Build Mater, 111, 98, 10.1016/j.conbuildmat.2016.02.047 · DOI
  25. Ismail, 2006, Corrosion rate of ordinary and high-performance concrete subjected to chloride attack by AC impedance spectroscopy, Constr Build Mater, 20, 458, 10.1016/j.conbuildmat.2005.01.062 · DOI
  26. Newton, 1988, A galvanostatic pulse technique for investigation of steel corrosion in concrete, Corros Sci, 1051, 10.1016/0010-938X(88)90101-1 · DOI
  27. Law, 1999, The use of galvanostatic pulse measurements to determine corrosion parameters, Durab Build Mater Components, 8, 310
  28. Khodair, 2019, Corrosion protection of mild steel in different aqueous media via epoxy/nanomaterial coating: preparation, characterization and mathematical views, J Mater Res Technol, 8, 424, 10.1016/j.jmrt.2018.03.003 · DOI
  29. Deng, 2019, Two ditetrazole derivatives as effective inhibitors for the corrosion of steel in CH3COOH solution, J Mater Res Technol, 8, 1399, 10.1016/j.jmrt.2018.09.010 · DOI
  30. Othman, 2019, Corrosion inhibition of steel in 3.5% NaCl by rice straw extract, J Ind Eng Chem, 70, 299, 10.1016/j.jiec.2018.10.030 · DOI
  31. Ahmad, 2000, Design procedures for cathodic protection systems for RC members, Indian Concr J, 74, 208
  32. Baldenebro Lopez, 2010, Electrochemical realkalisation of reinforced concrete using a conductive mortar anode, ECS Trans, 29, 125, 10.1149/1.3532310 · DOI
  33. Elsener, 2007, Mechanism of electrochemical chloride removal, Corros Sci, 49, 4504, 10.1016/j.corsci.2007.05.019 · DOI
  34. Orellan, 2004, Electrochemical chloride extraction: efficiency and side effects, Cem Concr Res, 34, 227, 10.1016/j.cemconres.2003.07.001 · DOI
  35. Callaghan, 1993, The performance of a 12% chromium steel in concrete in severe marine environments, Corros Sci, 35, 1535, 10.1016/0010-938X(93)90381-P · DOI
  36. Rengaswamy, 1988, Inhibited and sealed cement slurry coating of steel rebar – a state of art report, Trans SAEST, 23, 163
  37. Thangavel, 1995, Influence of protective coatings on steel-concrete bond, Indian Concr J, 69, 191
  38. de Vries, 1997, Hydrophobic treatment of concrete, Constr Build Mater, 11, 259, 10.1016/S0950-0618(97)00046-9 · DOI
  39. Franzoni, 2013, Ethyl silicate for surface protection of concrete: performance in comparison with other inorganic surface treatments, Cem Concr Compos, 44, 69, 10.1016/j.cemconcomp.2013.05.008 · DOI
  40. Pan, 2017, A review on concrete surface treatment. Part I: Types and mechanisms, Constr Build Mater, 132, 578, 10.1016/j.conbuildmat.2016.12.025 · DOI
  41. Diamanti, 2013, Effect of polymer modified cementitious coatings on water and chloride permeability in concrete, Constr Build Mater, 49, 720, 10.1016/j.conbuildmat.2013.08.050 · DOI
  42. Papadakis, 2000, Effect of supplementary cementing materials on concrete resistance against carbonation and chloride ingress, Cem Concr Res, 30, 291, 10.1016/S0008-8846(99)00249-5 · DOI · Paper page
  43. Boa, 2012, Influence of fly ash on corrosion resistance and chloride ion permeability of concrete, Constr Build Mater, 31, 258, 10.1016/j.conbuildmat.2011.12.106 · DOI
  44. Farahani, 2015, Prediction of long-term chloride diffusion in silica fume concrete in a marine environment, Cem Concr Compos, 59, 10, 10.1016/j.cemconcomp.2015.03.006 · DOI
  45. Heniegal, 2017, Effect of silica fume and steel slag coarse aggregate on the corrosion resistance of steel bars, Constr Build Mater, 155, 846, 10.1016/j.conbuildmat.2017.08.111 · DOI
  46. Topcu, 2010, Effect of ground granulate blast-furnace slag on corrosion performance of steel embedded in concrete, Mater Des, 31, 3358, 10.1016/j.matdes.2010.01.057 · DOI
  47. Batis, 2005, The effect of metakaolin on the corrosion behavior of cement mortars, Cem Concr Compos, 27, 125, 10.1016/j.cemconcomp.2004.02.041 · DOI
  48. Kannan, 2014, Chloride and chemical resistance of self compacting concrete containing rice husk ash and metakaolin, Constr Build Mater, 51, 225, 10.1016/j.conbuildmat.2013.10.050 · DOI
  49. Andrade, 1992, Preliminary testing of Na2PO3F as a curative inhibitor for steel reinforcement in concrete, Cem Concr Res, 22, 869, 10.1016/0008-8846(92)90111-8 · DOI
  50. Rosenberg, 1979, Mechanism of nitrite inhibition of chloride attack on reinforcing steel in alkaline aqueous environments, Mater Perform, 18, 45
  51. Sagoe-Crentsil, 1993, Corrosion inhibition of steel in concrete by carboxylic acids, Cem Concr Res, 23, 1380, 10.1016/0008-8846(93)90075-K · DOI
  52. Dhouibi, 2003, Studies on corrosion inhibition of steel reinforcement by phosphate and nitrite, Mater Struct, 36, 530, 10.1007/BF02480830 · DOI
  53. Okeniyi, 2014, Effect of potassium-chromate and sodium-nitrite on concrete steel-rebar degradation in sulphate and saline media, Constr Build Mater, 50, 448, 10.1016/j.conbuildmat.2013.09.063 · DOI
  54. Ryu, 2016, Evaluation of corrosion resistance properties of N,N′-dimethyl ethanolamine corrosion inhibitor in saturated Ca(OH)2 solution with different concentrations of chloride ions by electrochemical experiments, Constr Build Mater, 114, 223, 10.1016/j.conbuildmat.2016.03.174 · DOI
  55. Li, 2004, Properties of high-volume fly ash concrete incorporating nano-SiO2, Cem Concr Res, 34, 1043, 10.1016/j.cemconres.2003.11.013 · DOI
  56. Naji Givi, 2010, Experimental investigation of the size effects of SiO2 nano-particles on the mechanical properties of binary blended concrete, Compos Part B Eng, 41, 673, 10.1016/j.compositesb.2010.08.003 · DOI
  57. Riahi, 2010, Improvement the mechanical properties of the cementitious composite by using TiO2 nanoparticles, J Am Sci, 6, 98
  58. Sahranavard, 2014, Effect of multi-walled carbon nanotubes on mechanical properties of high-performance mortar, Mag Concr Res, 66, 948, 10.1680/macr.14.00037 · DOI
  59. Sikora, 2016, The influence of nano-Fe3O4 on the microstructure and mechanical properties of cementitious composites, Nanoscale Res Lett, 11, 182, 10.1186/s11671-016-1401-1 · DOI
  60. Nazari, 2011, Effects of CuO nanoparticles on microstructure, physical, mechanical and thermal properties of self-compacting cementitious composites, J Mater Sci Technol, 27, 81, 10.1016/S1005-0302(11)60030-3 · DOI
  61. Daniyal, 2018, Application of nanomaterials in civil engineering, Adv Struct Mater, 84, 169, 10.1007/978-981-10-6214-8_6 · DOI
  62. Zhang, 2011, Pore structure and chloride permeability of concrete containing nano-particles for pavement, Constr Build Mater, 25, 608, 10.1016/j.conbuildmat.2010.07.032 · DOI
  63. Nazari, 2010, Assessment of the effects of the cement paste composite in presence TiO2 nanoparticles, J Am Sci, 6, 43
  64. Nazari, 2010, Improvement the mechanical properties of the cementitious composite by using TiO2 nanoparticles, J Am Sci, 6, 98
  65. Nazari, 2011, The effects of TiO2 nanoparticles on properties of binary blended concrete, J Compos Mater, 45, 1181, 10.1177/0021998310378910 · DOI
  66. Mohseni, 2015, Single and combined effects of nano-SiO2, nano-Al2O3 and nano-TiO2 on the mechanical, rheological and durability properties of self-compacting mortar containing fly ash, Constr Build Mater, 84, 331, 10.1016/j.conbuildmat.2015.03.006 · DOI
  67. Li, 2015, Investigation on the mechanical properties of a cement-based material containing carbon nanotube under drying and freeze–thaw conditions, Materials (Basel), 8, 8780, 10.3390/ma8125491 · DOI
  68. Chaipanich, 2010, Compressive strength and microstructure of carbon nanotubes–fly ash cement composites, Mater Sci Eng A, 527, 1063, 10.1016/j.msea.2009.09.039 · DOI
  69. Li, 2005, Mechanical behavior and microstructure of cement composites incorporating surface-treated multi-walled carbon nanotubes, Carbon N Y, 43, 1239, 10.1016/j.carbon.2004.12.017 · DOI
  70. Khoshakhlagh, 2012, Effects of Fe2O3 nanoparticles on water permeability and strength assessments of high strength self-compacting concrete, J Mater Sci Technol, 28, 73, 10.1016/S1005-0302(12)60026-7 · DOI
  71. Madandoust, 2015, An experimental investigation on the durability of self-compacting mortar containing nano-SiO2, nano-Fe2O3 and nano-CuO, Constr Build Mater, 86, 44, 10.1016/j.conbuildmat.2015.03.100 · DOI
  72. Shaikh, 2014, Mechanical and durability properties of high volume fly ash (HVFA) concrete containing calcium carbonate (CaCO3) nanoparticles, Constr Build Mater, 70, 309, 10.1016/j.conbuildmat.2014.07.099 · DOI
  73. Feng, 2013, Portland cement paste modified by TiO2 nanoparticles: a microstructure perspective, Ind Eng Chem Res, 52, 11575, 10.1021/ie4011595 · DOI
  74. Nazari, 2011, The effects of TiO2 nanoparticles on flexural damage of self-compacting concrete, Int J Damage Mech, 20, 1049, 10.1177/1056789510385262 · DOI
  75. Nazari, 2011, TiO2 nanoparticles’ effects on properties of concrete using ground granulated blast furnace slag as binder, Sci China Technol Sci, 54, 3109, 10.1007/s11431-011-4421-1 · DOI
  76. Nazari, 2011, The effects of curing medium on flexural strength and water permeability of concrete incorporating TiO2 nanoparticles, Mater Struct, 44, 773, 10.1617/s11527-010-9664-y · DOI
  77. Meng, 2012, Effect of nano-TiO2 on the mechanical properties of cement mortar, Constr Build Mater, 29, 241, 10.1016/j.conbuildmat.2011.10.047 · DOI
  78. Duan, 2016, Effects of adding nano-TiO2 on compressive strength, drying shrinkage, carbonation and microstructure of fluidized bed fly ash based geopolymer paste, Constr Build Mater, 106, 115, 10.1016/j.conbuildmat.2015.12.095 · DOI
  79. Jalal, 2013, Effects of fly ash and TiO2 nanoparticles on rheological, mechanical, microstructural and thermal properties of high strength self compacting concrete, Mech Mater, 61, 11, 10.1016/j.mechmat.2013.01.010 · DOI
  80. Attiogbe, 1988, Response of concrete to sulfuric acid attack, ACI Mater J, 481
  81. Füllmann, 2004, Advances in quantitative XRD analysis for clinker, cements, and cementitious additions, Int Cent Diffr Data, 47, 287
  82. Aranda, 2012, Rietveld quantitative phase analysis of OPC clinkers, cements and hydration products, Rev Mineral Geochem, 74, 169, 10.2138/rmg.2012.74.5 · DOI
  83. Jansen, 2011, Does Ordinary Portland Cement contain amorphous phase? A quantitative study using an external standard method, Int Cent Diffr Data, 26, 31
  84. Mollah, 1998, An X-ray diffraction XRD and Fourier transform infrared spectroscopic (FT-IR) characterization of the speciation of arsenic V in Portland cement type-V, Sci Total Environ, 224, 57, 10.1016/S0048-9697(98)00318-0 · DOI
  85. Tsakiridis, 2008, Utilization of steel slag for Portland cement clinker production, J Hazard Mater, 152, 805, 10.1016/j.jhazmat.2007.07.093 · DOI
  86. Wang, 2000, Solidification/stabilization of Cr(VI) with cement leachability and XRD analyses, Cem Concr Res, 30, 385, 10.1016/S0008-8846(99)00265-3 · DOI
  87. Jain, 2012, Effect of nonpozzolanic and pozzolanic mineral admixtures on the hydration behavior of ordinary Portland cement, Constr Build Mater, 27, 39, 10.1016/j.conbuildmat.2011.08.006 · DOI
  88. Huang, 2014, Interaction effect of triisopropanolamine and glucose on the hydration of Portland cement, Constr Build Mater, 65, 360, 10.1016/j.conbuildmat.2014.04.077 · DOI
  89. Garcia-Lodeiro, 2015, Cements with a low clinker content: versatile use of raw materials, J Sustain Cem Mater, 4, 140
  90. Mashaly, 2016, Effects of marble sludge incorporation on the properties of cement composites and concrete paving blocks, J Clean Prod, 112, 731, 10.1016/j.jclepro.2015.07.023 · DOI
  91. You, 2014, Structural characterization and optical property of TiO2 powders prepared by the sol–gel method, Ceram Int, 40, 8659, 10.1016/j.ceramint.2014.01.083 · DOI
  92. Ahmed, 2013, Characterization and photocatalytic efficiency of palladium doped-TiO2 nanoparticles, Adv Nanoparticles, 2, 372, 10.4236/anp.2013.24051 · DOI
  93. Mohseni, 2016, Microstructure and durability properties of cement mortars containing nano-TiO2 and rice husk ash, Constr Build Mater, 114, 656, 10.1016/j.conbuildmat.2016.03.136 · DOI
  94. Lee, 2010, Influence of TiO2 nanoparticles on early C3S hydration, J Am Ceram Soc, 93, 3399, 10.1111/j.1551-2916.2010.03868.x · DOI
  95. Wegian, 2010, Effect of seawater for mixing and curing on structural concrete, IES J Part A Civ Struct Eng, 3, 235, 10.1080/19373260.2010.521048 · DOI
  96. Barbhuiya, 2017, Behaviour of a sustainable concrete in acidic environment, Sustainability, 9
  97. Pérez-Nicolás, 2017, The effect of TiO2 doped photocatalytic nano-additives on the hydration and microstructure of portland and high alumina cements, Nanomaterials, 7, 1, 10.3390/nano7100329 · DOI
  98. Kjellsen, 2004, Revisiting the microstructure of hydrated tricalcium silicate – a comparison to Portland cement, Cem Concr Compos, 26, 947, 10.1016/j.cemconcomp.2004.02.030 · DOI
  99. Nijland, 2010, Microscopic examination of deteriorated concrete, Non-Destructive Eval Reinf Concr Struct, 1, 137, 10.1533/9781845699536.2.137 · DOI
  100. Çopuroglu, 2016, Revealing the dark side of portlandite clusters in cement paste by circular polarization microscopy, Materials (Basel), 9, 1, 10.3390/ma9030176 · DOI
  101. Ma, 2016, Influence of nano-TiO2 on physical and hydration characteristics of fly ash–cement systems, Constr Build Mater, 122, 242, 10.1016/j.conbuildmat.2016.02.087 · DOI
  102. Larsen, 1961, Microscopic point measuring: a quantitative petrographic method of determining the Ca(OH)2 content of the cement paste of concrete, Mag Concr Res, 13, 71, 10.1680/macr.1961.13.38.71 · DOI
  103. El-Gamal, 2012, Effect of superplasticizers on the hydration kinetic and mechanical properties of Portland cement pastes, J Adv Res, 3, 119, 10.1016/j.jare.2011.05.008 · DOI

Cited by

Sorted by citations

See all 61

Metadata

Authors
Daniyal, M., Akhtar, S., & Azam, A.
Affiliations
Aligarh Muslim University (IN)
Corresponding author
Daniyal, Md
Venue
Journal of Materials Research and Technology
Publisher
Elsevier BV
Published
2019-11
Volume
8
Issue
6
Pages
6158-6172
ISSN
  • 2214-0697 (ISSN-L)
  • 2238-7854
OpenAlex
W2989061454
Cited by
61
References
2
Citations by year
2026: 6 · 2025: 9 · 2024: 19 · 2023: 12 · 2022: 7 · 2021: 5 · 2020: 3
FWCI
2.81
Type
journal article
Language
en
Open access
Locations
  • Journal of Materials Research and Technology (publishedVersion, cc-by-nc-nd)
  • DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion, cc-by-sa)
Funders
Central Mechanical Engineering Research Institute, Council of Scientific and Industrial Research
Topics
  • Physical Sciences › Engineering › Civil and Structural Engineering › Concrete and Cement Materials Research
  • Physical Sciences › Engineering › Civil and Structural Engineering › Concrete Corrosion and Durability
  • Physical Sciences › Engineering › Civil and Structural Engineering › Innovative concrete reinforcement materials
Keywords
nano-TiO2, cementitious composites, mortar, setting time, compressive strength, microstructure, hydration products, corrosion inhibition, tap water, admixture, corrosion resistance

About these checks

Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.

Statistics and arithmetic are recomputed, not judged.

Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.

What counts as a claim ›How we measure confidence ›How we check this ›

Are you an author, or do you see a problem with this page? Request a review