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Cited by 180Recycled Aggregate Concrete PerformanceHigh-Velocity Impact and Material BehaviorInnovative concrete reinforcement materials

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Effects of nanoparticle on the dynamic behaviors of recycled aggregate concrete under impact loading

Li, Wengui, Luo, Zhiyu, Long, Chu, Wu, Chengqing, Duan, Wen Hui, Shah, Surendra P.·2016·Materials & Design
DOI 10.1016/j.matdes.2016.09.045
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Crossref · 10.1016/j.matdes.2016.09.045

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  • The strength and microstructure of concrete are improved but workability is reduced with the addition of nanoparticles.

    “The strength and the microstructure are improved but the workability of concrete is reduced with the addition of nanoparticles.”

    From Nanoparticles in Construction Materials and Other Applications, and Implications of Nanoparticle Use (2019) · cites this paper as [54]

  • Recycled concrete with nanoparticles can achieve comparable compressive strength to fresh normal concrete after 28 days when the percentage by mass of nano-silica is 3% by mass.

    “It has also been determined that recycled concrete with nanoparticles can achieve comparable compressive strength to that of fresh normal concrete after 28 days, when the percentage by mass of nano-silica is 3% by mass [54].”

    From Nanoparticles in Construction Materials and Other Applications, and Implications of Nanoparticle Use (2019) · cites this paper as [54]

  • Addition of nanoparticles to recycled normal concrete can produce mechanical properties of the level of fresh normal concrete.

    “However, it has been found that the addition of nanoparticles to the recycled normal concrete can produce mechanical properties of the level of fresh normal concrete [54].”

    From Nanoparticles in Construction Materials and Other Applications, and Implications of Nanoparticle Use (2019) · cites this paper as [54]

  • Recycled concrete without nanoparticles is inferior to normally prepared concrete with regards to durability and mechanical properties.

    “One of the main concerns regarding the recycling of concrete without nanoparticles is that it is inferior to normally prepared concrete with regards to durability and mechanical properties.”

    From Nanoparticles in Construction Materials and Other Applications, and Implications of Nanoparticle Use (2019) · cites this paper as [54]

  • Recycled concrete with nanoparticles has higher compressive strength than typical recycled normal concrete.

    “The recycling of concrete with nanoparticles has been investigated recently and it has been found to possess higher compressive strength than that of typical recycled normal concrete [54].”

    From Nanoparticles in Construction Materials and Other Applications, and Implications of Nanoparticle Use (2019) · cites this paper as [54]

Citations

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References 36 · Cited by 180

Research works printed but not linked: 37

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  8. Li, 2015, Effects of nano-silica and nano-limestone on flowability and mechanical properties of ultra-high-performance concrete matrix, Constr. Build. Mater., 95, 366, 10.1016/j.conbuildmat.2015.05.137 · DOI
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  11. Mukharjee, 2014, Influence of nano-silica on the properties of recycled aggregate concrete, Constr. Build. Mater., 55, 29, 10.1016/j.conbuildmat.2014.01.003 · DOI
  12. Wang, 2010, Microstructural analysis of recycled aggregate produced from nano-enhancement approach, Rare Metal Mater. Eng., 39, 409
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  14. Su, 2016, Effects of steel fibres on dynamic strength of UHPC, Constr. Build. Mater., 114, 708, 10.1016/j.conbuildmat.2016.04.007 · DOI
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  17. Zhu, 2015, The influence of nano-SiO2 and nano-CaCO3 on the dynamical performance of concrete, Bull. Chin. Ceram. Soc., 10, 2974
  18. Wang, 2012, Study on dynamics performance of nano-concrete, Appl. Mech. Mater., 217-219, 199
  19. Qiu, 2014, Surface treatment of recycled concrete aggregates through microbial carbonate precipitation, Constr. Build. Mater., 57, 144, 10.1016/j.conbuildmat.2014.01.085 · DOI
  20. Lu, 2014, Dynamic compressive behavior of recycled aggregate concrete based on split Hopkinson pressure bar tests, Lat. Am. J. Solids Struct., 11, 131, 10.1590/S1679-78252014000100008 · DOI
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  23. Yeşilmen, 2015, Nano-modification to improve the ductility of cementitious composites, Cem. Concr. Res., 76, 170, 10.1016/j.cemconres.2015.05.026 · DOI
  24. Hosseini, 2014, Effect of nano-particles and aminosilane interaction on the performances of cement-based composites: an experimental study, Constr. Build. Mater., 66, 113, 10.1016/j.conbuildmat.2014.05.047 · DOI
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  27. John, 1990, Mixed-mode fracture of concrete subjected to impact loading, J. Struct. Eng., 116, 585, 10.1061/(ASCE)0733-9445(1990)116:3(585) · DOI
  28. Rossi, 1996, Effect of loading rate on the tensile behaviour of concrete: description of the physical mechanisms, Mater. Struct., 29, 116, 10.1007/BF02486201 · DOI
  29. Zhang, 2009, Further investigation on the dynamic compressive strength enhancement of concrete-like materials based on split Hopkinson pressure bar tests. Part I: experiments, Int. J. Impact Eng., 36, 1327, 10.1016/j.ijimpeng.2009.04.009 · DOI
  30. Li, 2009, Further investigation on the dynamic compressive strength enhancement of concrete-like materials based on split Hopkinson pressure bar tests. Part II: numerical simulations, Int. J. Impact Eng., 36, 1335, 10.1016/j.ijimpeng.2009.04.010 · DOI
  31. Yan, 2006, Dynamic properties of concrete in direct tension, Cem. Concr. Res., 36, 1371, 10.1016/j.cemconres.2006.03.003 · DOI
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  35. Bischoff, 1991, Compressive behavior of concrete at high strain rates, Mater. Struct., 24, 425, 10.1007/BF02472016 · DOI
  36. Xiao, 2015, Effects of strain rate on mechanical behavior of modeled recycled aggregate concrete under uniaxial compression, Constr. Build. Mater., 93, 214, 10.1016/j.conbuildmat.2015.04.053 · DOI
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Metadata

Authors
Li, W., Luo, Z., Long, C., Wu, C., Duan, W. H., & Shah, S. P.
Affiliations
  • Northwestern University (US)
  • Hunan University (CN)
  • University of Technology Sydney (AU)
Corresponding author
Li, Wengui
ORCID
Venue
Materials & Design
Publisher
Elsevier BV
Published
2016-12
Volume
112
Pages
58-66
ISSN
0264-1275 (ISSN-L)
DOI
10.1016/j.matdes.2016.09.045
OpenAlex
W2520161055
Cited by
180
References
36
Citations by year
2026: 6 · 2025: 19 · 2024: 22 · 2023: 13 · 2022: 31 · 2021: 29 · 2020: 16 · 2019: 20 · 2018: 17 · 2017: 6 · 2016: 1
FWCI
16.12
Type
journal article
Language
en
Open access
closed
Licence
www.elsevier.com/tdm/userlicense/1.0/ (tdm)
Locations
  • Materials & Design (publishedVersion)
  • DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion)
Funders
  • Australian Research Council (DE150101751)
  • National Natural Science Foundation of China (51408210)
  • Fundamental Research Funds for the Central Universities in Hunan University (531107040800)
  • China and Key Laboratory of Advanced Civil Engineering Materials (201601)
Topics
  • Physical Sciences › Engineering › Building and Construction › Recycled Aggregate Concrete Performance
  • Physical Sciences › Engineering › Mechanics of Materials › High-Velocity Impact and Material Behavior
  • Physical Sciences › Engineering › Civil and Structural Engineering › Innovative concrete reinforcement materials
Keywords
recycled aggregate concrete, nanoparticles, nano-SiO2, calcium carbonate nanoparticles, impact loading, dynamic compressive strength, dynamic modulus of elasticity, dynamic increase factor, strain rate sensitivity, failure patterns, cement replacement, split Hopkinson pressure bar

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