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AuthorMohsen, Mohamed
AuthorAl Ansari, Mohamed
AuthorTaha, Ramzi
AuthorSenouci, Ahmed
AuthorAbuTaqa, Ala
Available date2020-04-30T12:59:30Z
Publication Date2020
Publication NameProceedings of the International Conference on Civil Infrastructure and Construction
CitationMohsen M., Al Ansari M., Taha R., Senouci A., AbuTaqa A., Optimum Dispersion Parameters of Carbon Nanotubes: Concrete Strength by Response Surface Methodologies, International Conference on Civil Infrastructure and Construction (CIC 2020), Doha, Qatar, 2-5 February 2020, DOI: https://doi.org/10.29117/cic.2020.0038
ISSN2958-3128
IdentifierP. O. Box: 2713 Doha-Qatar, Email: qupress@qu.edu.qa
URIwww.cic.qa
URIhttp://dx.doi.org/10.29117/cic.2020.0038
URIhttp://hdl.handle.net/10576/14724
Abstract"This paper implements Response Surface Methodologies (RSM) techniques to illustrate the maximum carbon nanotubes (CNTs)-concrete mechanical properties responses to the length, weight fraction and treatment variables. Mixes with different CNTs’ content were prepared and tested for flexure, compression and tension. RSM analysis showed that the highest effect on the strengths was due to the CNTs’ content variable. The analysis showed that a weight fraction of 0.3 wt.% of non-treated CNTs is required to achieve the maximum flexural, compressive and tensile strengths in a batch as per the predicted model. RSM analysis also showed that maximum flexural strength will be obtained by using 0.2 wt. % non-treated long CNTs, 0.25 wt. % non-treated short CNTs and 0.03 wt. % treated long CNTs, respectively."
Languageen
PublisherQatar Univesrity Press
SubjectCarbon nanotubes
CNTs' dispersion
Concrete strength
Response surface Methodologies
TitleOptimum Dispersion Parameters of Carbon Nanotubes: Concrete Strength by Response Surface Methodologies
TypeConference Paper
Pagination298-307
ESSN2958-3136
dc.accessType Open Access


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