A. Błonka,
A. Kowal,
A. Ubysz
Volume 552: Issue 8
Pages 88-90
Accepted for publication: 25.06.2018 r.
In the article the results of conducting researches from the world about carbon nanotubes, precisely their applicability as nanosuplement for the concrete repair material for the reinforced concrete structures, were described. In the introducing researches the best (in terms of compressive and flexural strength) range of carbon nanotubes proportion in terms of cement weight was specified. The results of introducing researches (optimal carbone nanotubes’dosage)were used in research about measuring the repair materials with carbon nanotubes bonding with existing concrete structures. The results of both researches provide to determine the usability of carbon nanotubes for concrete repair materials.
Keywords: carbon nanotubes; concrete composites; concrete repair materials.
Keywords: carbon nanotubes; concrete composites; concrete repair materials.
[1] https://www. core77. com/posts/48147/A-Few-Things-You-Should-Know-About-the-Darkest Material-Ever-Made. 24.07.2018.
[2] Manzur Tanvir. 2011. „Nano-modified cement composites and its applicability as concrete repair material [Ph.D.thesis]”. Tex: Uniwersytet Teksańskiw Arlington.
[3] Manzur Tanvir, Yazdani Nur. 2015. „Optimummix ratio for carbon nanotubes in cement mortar”. KSCE Journal of Civil Engineering 19 (5): 1405 – 1412. DOI: 10.1007/s12205-014-0721-x.
[4] Manzur Tanvir, Yazdani Nur, Emon Md. Abul Bashar. 2014. „Effect of carbon nanotube size on compressive strengths of nanotube reinforced cementitious composites”. Journal of Nanomaterials 2014 (960984): 1 – 8. DOI: 10.1155/2014/960984.
[5] Manzur Tanvir, Yazdani Nur, Emon Md. Abul Bashar. 2016. „Potential of Carbon Nanotube Reinforced Cement Composites as Concrete Repair Material”. Journal of Nanomaterials 2016 (1421959): 1 – 10. DOI 10.1155/2016/1421959. Opracowano w ramach projektu badawczego „Industrialized construction process (Construction 4.0). Technological andmethodological conditions of the selected elements in civil engineering”, realizowanego przez Uniwersytet Przyjaźni Narodów Rosji w Moskwie. Projekt badawczy PWr-RUDN 2017 nr. 45WB/0001/17).
[2] Manzur Tanvir. 2011. „Nano-modified cement composites and its applicability as concrete repair material [Ph.D.thesis]”. Tex: Uniwersytet Teksańskiw Arlington.
[3] Manzur Tanvir, Yazdani Nur. 2015. „Optimummix ratio for carbon nanotubes in cement mortar”. KSCE Journal of Civil Engineering 19 (5): 1405 – 1412. DOI: 10.1007/s12205-014-0721-x.
[4] Manzur Tanvir, Yazdani Nur, Emon Md. Abul Bashar. 2014. „Effect of carbon nanotube size on compressive strengths of nanotube reinforced cementitious composites”. Journal of Nanomaterials 2014 (960984): 1 – 8. DOI: 10.1155/2014/960984.
[5] Manzur Tanvir, Yazdani Nur, Emon Md. Abul Bashar. 2016. „Potential of Carbon Nanotube Reinforced Cement Composites as Concrete Repair Material”. Journal of Nanomaterials 2016 (1421959): 1 – 10. DOI 10.1155/2016/1421959. Opracowano w ramach projektu badawczego „Industrialized construction process (Construction 4.0). Technological andmethodological conditions of the selected elements in civil engineering”, realizowanego przez Uniwersytet Przyjaźni Narodów Rosji w Moskwie. Projekt badawczy PWr-RUDN 2017 nr. 45WB/0001/17).
inż. Adrian Błonka, Politechnika Wrocławska, Wydział Budownictwa Lądowego i Wodnego
inż. Anna Kowal, Politechnika Wrocławska, Wydział Budownictwa Lądowego i Wodnego
prof. dr hab. inż. Andrzej Ubysz, Politechnika Wrocławska, Wydział Budownictwa Lądowego i Wodnego
inż. Anna Kowal, Politechnika Wrocławska, Wydział Budownictwa Lądowego i Wodnego
prof. dr hab. inż. Andrzej Ubysz, Politechnika Wrocławska, Wydział Budownictwa Lądowego i Wodnego
inż. Adrian Błonka
Full paper is available at Publisher house SIGMA-NOT Sp. z o.o. webpage
DOI: 10.15199/33.2018.08.23