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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Faculty Mechanical Engineering, UMP
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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 |
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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 |
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2023-09-18T22:07:03Z |
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2023-09-18T22:07:03Z |
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