Techno Press
You logged in as Techno Press

Smart Structures and Systems
  Volume 25, Number 3, March 2020 , pages 337-343
DOI: https://doi.org/10.12989/sss.2020.25.3.337
 


Experimental investigation of self-healing concrete after crack using nano-capsules including polymeric shell and nanoparticles core
Mojtaba Naseri Taheri, Seyyed Ali Sabet and Reza Kolahchi

 
Abstract
    In this paper, we focused on the self-healing concrete using new nano-capsules. Three types of nano-capsules with respect to availability, high strength and temperature tolerance are used; type 1 is URF and polyethylene (PE) as shell and nano titanium oxide (TiO2) as core, type 2 is URF and PE as shell and nano silica oxide (SiO2) as core, type 3 is PE as shell and nano silica oxide (SiO2) as core. The concrete samples mixed by nano-capsules with three percents of 0.5, 1 and 1.5. Based on experimental tests and the compressive strength of samples, the URF-PE-SiO2 is selected for additional tests of compressive strength before and after recovery, ultrasonic test, ion chlorine and water penetration depths. After careful investigation, it is concluded that the optimum value of URF-PE-SiO2 nano-capsules is 0.5% since leads to higher compressive strength, ultrasonic test, ion chlorine and water penetration depths.
 
Key Words
    self-healing concrete; nano-capsules; compressive strength; ultrasonic test; ion chlorine and water penetration depths
 
Address
(1) Mojtaba Naseri Taheri, Seyyed Ali Sabet:
Department of Civil Engineering, Kashan Branch, Islamic Azad University, Kashan, Iran;
(2) Reza Kolahchi:
Institute of Research and Development, Duy Tan University, Da Nang 550000, Vietnam.
 

Techno-Press: Publishers of international journals and conference proceedings.       Copyright © 2024 Techno Press
P.O. Box 33, Yuseong, Daejeon 305-600 Korea, Tel: +82-42-828-7996, Fax : +82-42-828-7997, Email: admin@techno-press.com