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المؤلفMohsen, Mohamed
المؤلفAl Ansari, Mohamed
المؤلفTaha, Ramzi
المؤلفSenouci, Ahmed
المؤلفAbuTaqa, Ala
تاريخ الإتاحة2020-04-30T12:59:30Z
تاريخ النشر2020
اسم المنشورProceedings of the International Conference on Civil Infrastructure and Construction
الاقتباسMohsen 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
الرقم المعياري الدولي للكتاب2958-3128
المعرّفP. O. Box: 2713 Doha-Qatar, Email: qupress@qu.edu.qa
معرّف المصادر الموحدwww.cic.qa
معرّف المصادر الموحدhttp://dx.doi.org/10.29117/cic.2020.0038
معرّف المصادر الموحدhttp://hdl.handle.net/10576/14724
الملخص"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."
اللغةen
الناشرQatar Univesrity Press
الموضوعCarbon nanotubes
CNTs' dispersion
Concrete strength
Response surface Methodologies
العنوانOptimum Dispersion Parameters of Carbon Nanotubes: Concrete Strength by Response Surface Methodologies
النوعConference Paper
الصفحات298-307
ESSN2958-3136
dc.accessType Open Access


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