Effective Dispersion of Carbon Nanotube in Epoxy Grout for Structural Rehabilitation

The industry nowadays is incorporating the composite repair system for repairing pipelines rather than the conventional steel repair. The mechanism of this repair method usually consists of three components which are the composite wrapping, infill material and the adhesive. However, there has been v...

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Main Authors: Lim, Kar Sing, Seng, Hai Kam, Zardasti, Libriati, Nordin, Yahaya, Norhazilan, Md Noor
Format: Conference or Workshop Item
Language:English
Published: EDP Sciences 2018
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/23005/1/Effective%20Dispersion%20of%20Carbon%20Nanotube%20in%20Epoxy%20Grout.pdf
http://umpir.ump.edu.my/id/eprint/23005/
https://doi.org/10.1051/e3sconf/20186508005
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spelling my.ump.umpir.230052018-12-03T02:34:10Z http://umpir.ump.edu.my/id/eprint/23005/ Effective Dispersion of Carbon Nanotube in Epoxy Grout for Structural Rehabilitation Lim, Kar Sing Seng, Hai Kam Zardasti, Libriati Nordin, Yahaya Norhazilan, Md Noor TA Engineering (General). Civil engineering (General) The industry nowadays is incorporating the composite repair system for repairing pipelines rather than the conventional steel repair. The mechanism of this repair method usually consists of three components which are the composite wrapping, infill material and the adhesive. However, there has been very little research on the function of the infill in the repair mechanism. This work is concerning the enhancement of the performance or the strength properties of the infill material in pipeline repair by reinforcing the putty with carbon nanotubes (CNT). The enhancement of the performance of the infill has been carried out by dispersing the CNT into epoxy resin with a three roll mill. In the mechanical properties testing, it is found that the CNT is an effective material to improve the tensile strength of the epoxy grout. However, the CNT-modified samples in the compressive property test show a contrast to the tensile test. All the CNT-modified samples exhibit a lower compressive strength than the control sample and the milled down sample. In conclusion, CNT shows the potential to be a very good material to enhance the mechanical properties of epoxy grout, however, with this specific brand of epoxy grout that contains steel filler in the resin, the CNT only improve the tensile properties but the compressive properties of the epoxy grout has been compromised as compared to the control sample. EDP Sciences 2018 Conference or Workshop Item PeerReviewed pdf en cc_by_4 http://umpir.ump.edu.my/id/eprint/23005/1/Effective%20Dispersion%20of%20Carbon%20Nanotube%20in%20Epoxy%20Grout.pdf Lim, Kar Sing and Seng, Hai Kam and Zardasti, Libriati and Nordin, Yahaya and Norhazilan, Md Noor (2018) Effective Dispersion of Carbon Nanotube in Epoxy Grout for Structural Rehabilitation. In: E3S Web of Conferences: International Conference on Civil and Environmental Engineering (ICCEE 2018), 2-5 October 2018 , Kuala Lumpur, Malaysia. pp. 1-7., 65 (08005). ISSN 2267-1242 https://doi.org/10.1051/e3sconf/20186508005
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Lim, Kar Sing
Seng, Hai Kam
Zardasti, Libriati
Nordin, Yahaya
Norhazilan, Md Noor
Effective Dispersion of Carbon Nanotube in Epoxy Grout for Structural Rehabilitation
description The industry nowadays is incorporating the composite repair system for repairing pipelines rather than the conventional steel repair. The mechanism of this repair method usually consists of three components which are the composite wrapping, infill material and the adhesive. However, there has been very little research on the function of the infill in the repair mechanism. This work is concerning the enhancement of the performance or the strength properties of the infill material in pipeline repair by reinforcing the putty with carbon nanotubes (CNT). The enhancement of the performance of the infill has been carried out by dispersing the CNT into epoxy resin with a three roll mill. In the mechanical properties testing, it is found that the CNT is an effective material to improve the tensile strength of the epoxy grout. However, the CNT-modified samples in the compressive property test show a contrast to the tensile test. All the CNT-modified samples exhibit a lower compressive strength than the control sample and the milled down sample. In conclusion, CNT shows the potential to be a very good material to enhance the mechanical properties of epoxy grout, however, with this specific brand of epoxy grout that contains steel filler in the resin, the CNT only improve the tensile properties but the compressive properties of the epoxy grout has been compromised as compared to the control sample.
format Conference or Workshop Item
author Lim, Kar Sing
Seng, Hai Kam
Zardasti, Libriati
Nordin, Yahaya
Norhazilan, Md Noor
author_facet Lim, Kar Sing
Seng, Hai Kam
Zardasti, Libriati
Nordin, Yahaya
Norhazilan, Md Noor
author_sort Lim, Kar Sing
title Effective Dispersion of Carbon Nanotube in Epoxy Grout for Structural Rehabilitation
title_short Effective Dispersion of Carbon Nanotube in Epoxy Grout for Structural Rehabilitation
title_full Effective Dispersion of Carbon Nanotube in Epoxy Grout for Structural Rehabilitation
title_fullStr Effective Dispersion of Carbon Nanotube in Epoxy Grout for Structural Rehabilitation
title_full_unstemmed Effective Dispersion of Carbon Nanotube in Epoxy Grout for Structural Rehabilitation
title_sort effective dispersion of carbon nanotube in epoxy grout for structural rehabilitation
publisher EDP Sciences
publishDate 2018
url http://umpir.ump.edu.my/id/eprint/23005/1/Effective%20Dispersion%20of%20Carbon%20Nanotube%20in%20Epoxy%20Grout.pdf
http://umpir.ump.edu.my/id/eprint/23005/
https://doi.org/10.1051/e3sconf/20186508005
_version_ 1643669496263606272
score 13.18916