Influence of nano-SiO2 and nano-Al2O3 additions on steel-to-concrete bonding
Autor: | Hugo Costa, João Vítor Felippe Silva, R. Ismael, Eduardo Júlio, C. Lourenço, Eliana Soldado, R.N.F. Carmo |
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Rok vydání: | 2016 |
Předmět: |
Cement
Materials science Metallurgy 0211 other engineering and technologies Nano sio2 Nanoparticle 02 engineering and technology Building and Construction Fiber-reinforced concrete Nano al2o3 021001 nanoscience & nanotechnology law.invention Cracking law 021105 building & construction Ultimate tensile strength Al2o3 nanoparticles General Materials Science Composite material 0210 nano-technology Civil and Structural Engineering |
Zdroj: | Construction and Building Materials. 125:1080-1092 |
ISSN: | 0950-0618 |
DOI: | 10.1016/j.conbuildmat.2016.08.152 |
Popis: | The research on nanoparticles is quite recent and potentially relevant in different contexts, including the concrete field. Fiber reinforced concrete presents several advantages, one of which its capacity to best control cracking. In this scope, the bond between steel rebars and/or fibers and the binding paste plays a most relevant role. The study herein described was developed aiming at analyzing the influence on the latter, and as a consequence on cracking, of nano-Al2O3 and nano-SiO2 additions. In the experimental analysis, the following materials were adopted: both plain and ribbed rebars, eight different concrete mixtures, two types of nanoparticles additions, namely nano-Al2O3 and nano-SiO2, and, in some mixtures, steel fibers. Overall, thirty-two pull-out tests, plus sixteen tensile tests on reinforced concrete ties, were performed. It was concluded that adding nanoparticles to the concrete paste leads to an increase of the steel-to-concrete bond, for mixtures with higher percentage of cement. It was also concluded that Al2O3 nanoparticles induce a beneficial effect in terms of cracking, decreasing the width of these when plain rebars are used. |
Databáze: | OpenAIRE |
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