Self-Healing Behaviour of Pre-Cracked Pofa-Concretes in Different Curing Conditions

The investigation of the effect of curing conditions on self-healing of pre-cracked concrete containing palm oil fuel ash (POFA)-concrete is presented. Concrete grade 30 was used and POFA cement replaced 10%, 20% and 30% of the total weight of ordinary Portland cement [1].The compressive strength w...

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Main Authors: Khairul Anuar, Shahid, M. F. M., Jaafar, F. M., Yahaya
Format: Article
Language:English
Published: Faculty Mechanical Engineering, UMP 2014
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/8984/
http://umpir.ump.edu.my/id/eprint/8984/
http://umpir.ump.edu.my/id/eprint/8984/
http://umpir.ump.edu.my/id/eprint/8984/1/Self-Healing%20Behaviour%20Of%20Pre-Cracked%20Pofa-Concretes%20In%20Different%20Curing%20Conditions.pdf
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spelling ump-89842018-02-19T06:54:43Z http://umpir.ump.edu.my/id/eprint/8984/ Self-Healing Behaviour of Pre-Cracked Pofa-Concretes in Different Curing Conditions Khairul Anuar, Shahid M. F. M., Jaafar F. M., Yahaya TA Engineering (General). Civil engineering (General) The investigation of the effect of curing conditions on self-healing of pre-cracked concrete containing palm oil fuel ash (POFA)-concrete is presented. Concrete grade 30 was used and POFA cement replaced 10%, 20% and 30% of the total weight of ordinary Portland cement [1].The compressive strength was tested after 7, 28, 60 and 90 days cured in water in order to investigate the strength development of the POFA-concretes. In addition, the pre-crack (hairline crack) concrete was examined under compression load to determine the effectiveness of self-healing POFA-concretes after different curing conditions. Four types of curing condition, namely air, room temperature, wet and dry, and water curing were tested. An ultra-pulse velocity (UPV) test was performed after 7, 28, 60 and 90 days of curing to monitor the self-healing progress in the POFA-concrete. The results show that POFA-concrete witha 20% replacement level recorded the highest compressive strength. It was also revealed that the UPV readings increased significantly with increased curing age. The results showed that the selfhealing ability of pre-cracked POFA-concrete at 10% replacement level increases significantly for the water curing condition. From these findings, the optimum POFA replacement level was recorded at 20% for the strength, while inclusion of a 10% POFA replacement level was appropriate for self-healing concrete Faculty Mechanical Engineering, UMP 2014 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/8984/1/Self-Healing%20Behaviour%20Of%20Pre-Cracked%20Pofa-Concretes%20In%20Different%20Curing%20Conditions.pdf Khairul Anuar, Shahid and M. F. M., Jaafar and F. M., Yahaya (2014) Self-Healing Behaviour of Pre-Cracked Pofa-Concretes in Different Curing Conditions. Journal of Mechanical Engineering and Sciences (JMES) , 7. pp. 1227-1235. ISSN 2289-4659 (print); 2231-8380 (online) http://dx.doi.org/10.15282/jmes.7.2014.22.0120 DOI: 10.15282/jmes.7.2014.22.0120
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Khairul Anuar, Shahid
M. F. M., Jaafar
F. M., Yahaya
Self-Healing Behaviour of Pre-Cracked Pofa-Concretes in Different Curing Conditions
description The investigation of the effect of curing conditions on self-healing of pre-cracked concrete containing palm oil fuel ash (POFA)-concrete is presented. Concrete grade 30 was used and POFA cement replaced 10%, 20% and 30% of the total weight of ordinary Portland cement [1].The compressive strength was tested after 7, 28, 60 and 90 days cured in water in order to investigate the strength development of the POFA-concretes. In addition, the pre-crack (hairline crack) concrete was examined under compression load to determine the effectiveness of self-healing POFA-concretes after different curing conditions. Four types of curing condition, namely air, room temperature, wet and dry, and water curing were tested. An ultra-pulse velocity (UPV) test was performed after 7, 28, 60 and 90 days of curing to monitor the self-healing progress in the POFA-concrete. The results show that POFA-concrete witha 20% replacement level recorded the highest compressive strength. It was also revealed that the UPV readings increased significantly with increased curing age. The results showed that the selfhealing ability of pre-cracked POFA-concrete at 10% replacement level increases significantly for the water curing condition. From these findings, the optimum POFA replacement level was recorded at 20% for the strength, while inclusion of a 10% POFA replacement level was appropriate for self-healing concrete
format Article
author Khairul Anuar, Shahid
M. F. M., Jaafar
F. M., Yahaya
author_facet Khairul Anuar, Shahid
M. F. M., Jaafar
F. M., Yahaya
author_sort Khairul Anuar, Shahid
title Self-Healing Behaviour of Pre-Cracked Pofa-Concretes in Different Curing Conditions
title_short Self-Healing Behaviour of Pre-Cracked Pofa-Concretes in Different Curing Conditions
title_full Self-Healing Behaviour of Pre-Cracked Pofa-Concretes in Different Curing Conditions
title_fullStr Self-Healing Behaviour of Pre-Cracked Pofa-Concretes in Different Curing Conditions
title_full_unstemmed Self-Healing Behaviour of Pre-Cracked Pofa-Concretes in Different Curing Conditions
title_sort self-healing behaviour of pre-cracked pofa-concretes in different curing conditions
publisher Faculty Mechanical Engineering, UMP
publishDate 2014
url http://umpir.ump.edu.my/id/eprint/8984/
http://umpir.ump.edu.my/id/eprint/8984/
http://umpir.ump.edu.my/id/eprint/8984/
http://umpir.ump.edu.my/id/eprint/8984/1/Self-Healing%20Behaviour%20Of%20Pre-Cracked%20Pofa-Concretes%20In%20Different%20Curing%20Conditions.pdf
first_indexed 2023-09-18T22:07:03Z
last_indexed 2023-09-18T22:07:03Z
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