Polymer concrete to normal concrete bond strength: Mohr-Coulomb theory

This paper discusses an experimental study conducted to evaluate the bonding strength between polymer concrete (PC) and normal concrete (PC) bond substrate. Ground palm oil fuel ash (GPOFA) was incorporated as micro-filler in this polymer concrete (PC GPOFA) to investigate its effect on bonding stre...

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Main Authors: Hussin, Mohd. Warid, A. Khalid, Nur Hafizah, Ismail, Mohammad, A. Ismail, Mohamed, Mohamed, Azman, A. Rashid, Ahmad Safuan, Ariffin, Nur Farhayu, Abdul Shukor Lim, Nor Hasanah, Samadi, Mostafa
Format: Article
Language:English
Published: Penerbit UTM Press 2015
Subjects:
Online Access:http://eprints.utm.my/id/eprint/60795/1/MohdWaridHussin2015_PolymerConcretetoNormalConcreteBond.pdf
http://eprints.utm.my/id/eprint/60795/
http://dx.doi.org/10.11113/jt.v77.6390
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spelling my.utm.607952017-11-01T04:16:43Z http://eprints.utm.my/id/eprint/60795/ Polymer concrete to normal concrete bond strength: Mohr-Coulomb theory Hussin, Mohd. Warid A. Khalid, Nur Hafizah Ismail, Mohammad A. Ismail, Mohamed Mohamed, Azman A. Rashid, Ahmad Safuan Ariffin, Nur Farhayu Abdul Shukor Lim, Nor Hasanah Samadi, Mostafa TA Engineering (General). Civil engineering (General) This paper discusses an experimental study conducted to evaluate the bonding strength between polymer concrete (PC) and normal concrete (PC) bond substrate. Ground palm oil fuel ash (GPOFA) was incorporated as micro-filler in this polymer concrete (PC GPOFA) to investigate its effect on bonding strength. As comparisons, PC containing others filler were prepared, i.e., PC incorporating calcium carbonate (PC CaCO3), silica sand (PC Sand), and unground POFA (PC UPOFA) filler. Two tests were conducted to investigate the bonding between two substrates through slant shear and splitting tensile test. Since the critical condition surface (smooth surface) was provided, then, effect of bonding was determined by using Mohr-Coulomb theory. The overall results indicated that PC incorporating GPOFA was improved the bond to normal concrete. This result indicates that the bonding strength PC to NC at critical condition. This was affected by self-adhesive of polymer concrete to the normal concrete. The self-adhesive characteristic such as pure shear strength of polymer concrete to normal concrete also can be found in Mohr-coulomb analysis. All-in all, the PC incorporating ground POFA could improve the bond to the normal concrete. These findings expected to bring the knowledge and information to engineers and fabricators Penerbit UTM Press 2015-10 Article PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/60795/1/MohdWaridHussin2015_PolymerConcretetoNormalConcreteBond.pdf Hussin, Mohd. Warid and A. Khalid, Nur Hafizah and Ismail, Mohammad and A. Ismail, Mohamed and Mohamed, Azman and A. Rashid, Ahmad Safuan and Ariffin, Nur Farhayu and Abdul Shukor Lim, Nor Hasanah and Samadi, Mostafa (2015) Polymer concrete to normal concrete bond strength: Mohr-Coulomb theory. Jurnal Teknologi, 77 (16). pp. 27-32. ISSN 2180–3722 http://dx.doi.org/10.11113/jt.v77.6390 DOI:10.11113/jt.v77.6390
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Hussin, Mohd. Warid
A. Khalid, Nur Hafizah
Ismail, Mohammad
A. Ismail, Mohamed
Mohamed, Azman
A. Rashid, Ahmad Safuan
Ariffin, Nur Farhayu
Abdul Shukor Lim, Nor Hasanah
Samadi, Mostafa
Polymer concrete to normal concrete bond strength: Mohr-Coulomb theory
description This paper discusses an experimental study conducted to evaluate the bonding strength between polymer concrete (PC) and normal concrete (PC) bond substrate. Ground palm oil fuel ash (GPOFA) was incorporated as micro-filler in this polymer concrete (PC GPOFA) to investigate its effect on bonding strength. As comparisons, PC containing others filler were prepared, i.e., PC incorporating calcium carbonate (PC CaCO3), silica sand (PC Sand), and unground POFA (PC UPOFA) filler. Two tests were conducted to investigate the bonding between two substrates through slant shear and splitting tensile test. Since the critical condition surface (smooth surface) was provided, then, effect of bonding was determined by using Mohr-Coulomb theory. The overall results indicated that PC incorporating GPOFA was improved the bond to normal concrete. This result indicates that the bonding strength PC to NC at critical condition. This was affected by self-adhesive of polymer concrete to the normal concrete. The self-adhesive characteristic such as pure shear strength of polymer concrete to normal concrete also can be found in Mohr-coulomb analysis. All-in all, the PC incorporating ground POFA could improve the bond to the normal concrete. These findings expected to bring the knowledge and information to engineers and fabricators
format Article
author Hussin, Mohd. Warid
A. Khalid, Nur Hafizah
Ismail, Mohammad
A. Ismail, Mohamed
Mohamed, Azman
A. Rashid, Ahmad Safuan
Ariffin, Nur Farhayu
Abdul Shukor Lim, Nor Hasanah
Samadi, Mostafa
author_facet Hussin, Mohd. Warid
A. Khalid, Nur Hafizah
Ismail, Mohammad
A. Ismail, Mohamed
Mohamed, Azman
A. Rashid, Ahmad Safuan
Ariffin, Nur Farhayu
Abdul Shukor Lim, Nor Hasanah
Samadi, Mostafa
author_sort Hussin, Mohd. Warid
title Polymer concrete to normal concrete bond strength: Mohr-Coulomb theory
title_short Polymer concrete to normal concrete bond strength: Mohr-Coulomb theory
title_full Polymer concrete to normal concrete bond strength: Mohr-Coulomb theory
title_fullStr Polymer concrete to normal concrete bond strength: Mohr-Coulomb theory
title_full_unstemmed Polymer concrete to normal concrete bond strength: Mohr-Coulomb theory
title_sort polymer concrete to normal concrete bond strength: mohr-coulomb theory
publisher Penerbit UTM Press
publishDate 2015
url http://eprints.utm.my/id/eprint/60795/1/MohdWaridHussin2015_PolymerConcretetoNormalConcreteBond.pdf
http://eprints.utm.my/id/eprint/60795/
http://dx.doi.org/10.11113/jt.v77.6390
_version_ 1643654978650243072
score 13.211869