Experimental evaluation of flexural behaviour of rubberized concrete beam

Alternative sources for cement and fine aggregate in concrete production have been studied by many researchers. In this study, the effects of rubber and pozzolana as fine aggregate and cement replacement, respectively, have been studied in terms of its compressive strength, modulus of elasticity and...

Full description

Saved in:
Bibliographic Details
Main Authors: Abu Bakar, Nabilah, Noaman, Noaman Mohammed Ridha, Mohd. Nasir, Noor Azline, Safiee, Nor Azizi
Format: Article
Published: Springer 2019
Online Access:http://psasir.upm.edu.my/id/eprint/79798/
https://link.springer.com/article/10.1007/s42107-019-00159-5
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.upm.eprints.79798
record_format eprints
spelling my.upm.eprints.797982022-11-07T04:00:30Z http://psasir.upm.edu.my/id/eprint/79798/ Experimental evaluation of flexural behaviour of rubberized concrete beam Abu Bakar, Nabilah Noaman, Noaman Mohammed Ridha Mohd. Nasir, Noor Azline Safiee, Nor Azizi Alternative sources for cement and fine aggregate in concrete production have been studied by many researchers. In this study, the effects of rubber and pozzolana as fine aggregate and cement replacement, respectively, have been studied in terms of its compressive strength, modulus of elasticity and behaviour under flexural load. Three concrete mixes were studied, namely (1) control mix, (2) concrete with crumb rubber (rubberized concrete) and (3) rubberized concrete with pozzolana. The results show a decrease in compressive strength and modulus of elasticity by 22% and 7%, respectively, with the incorporation of rubber. The addition of pozzolana further reduces the strength, due to low reactivity of pozzolana at an early stage, causing the pozzolan to contribute mostly as a filler material. The reinforced concrete beams with the different mixes were investigated under four-point bending. The reduction in the flexural capacity of rubberized concrete was smaller compared to the reduction in the compressive strength, due to the ability of the rubber to hold the integrity of the concrete microstructure. The incorporation of rubber shows improvement in the deformation capacity under bending (increased by 3%), due to its larger deformability and energy absorption property. The blended concrete with rubber shows the highest ductility due to the smaller particle size of pozzolana compared to cement. The crack pattern in the control and rubberized concrete appeared to be similar, indicating that the rubber did not alter the general concrete behaviour at the ultimate strength. Rubberized concrete could potentially be used for structural elements such as beams due to its acceptable strength and improved ductility. Springer 2019 Article PeerReviewed Abu Bakar, Nabilah and Noaman, Noaman Mohammed Ridha and Mohd. Nasir, Noor Azline and Safiee, Nor Azizi (2019) Experimental evaluation of flexural behaviour of rubberized concrete beam. Asian Journal of Civil Engineering, 20 (7). pp. 999-1005. ISSN 1563-0854; ESSN: 2522-011X https://link.springer.com/article/10.1007/s42107-019-00159-5 10.1007/s42107-019-00159-5
institution Universiti Putra Malaysia
building UPM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Putra Malaysia
content_source UPM Institutional Repository
url_provider http://psasir.upm.edu.my/
description Alternative sources for cement and fine aggregate in concrete production have been studied by many researchers. In this study, the effects of rubber and pozzolana as fine aggregate and cement replacement, respectively, have been studied in terms of its compressive strength, modulus of elasticity and behaviour under flexural load. Three concrete mixes were studied, namely (1) control mix, (2) concrete with crumb rubber (rubberized concrete) and (3) rubberized concrete with pozzolana. The results show a decrease in compressive strength and modulus of elasticity by 22% and 7%, respectively, with the incorporation of rubber. The addition of pozzolana further reduces the strength, due to low reactivity of pozzolana at an early stage, causing the pozzolan to contribute mostly as a filler material. The reinforced concrete beams with the different mixes were investigated under four-point bending. The reduction in the flexural capacity of rubberized concrete was smaller compared to the reduction in the compressive strength, due to the ability of the rubber to hold the integrity of the concrete microstructure. The incorporation of rubber shows improvement in the deformation capacity under bending (increased by 3%), due to its larger deformability and energy absorption property. The blended concrete with rubber shows the highest ductility due to the smaller particle size of pozzolana compared to cement. The crack pattern in the control and rubberized concrete appeared to be similar, indicating that the rubber did not alter the general concrete behaviour at the ultimate strength. Rubberized concrete could potentially be used for structural elements such as beams due to its acceptable strength and improved ductility.
format Article
author Abu Bakar, Nabilah
Noaman, Noaman Mohammed Ridha
Mohd. Nasir, Noor Azline
Safiee, Nor Azizi
spellingShingle Abu Bakar, Nabilah
Noaman, Noaman Mohammed Ridha
Mohd. Nasir, Noor Azline
Safiee, Nor Azizi
Experimental evaluation of flexural behaviour of rubberized concrete beam
author_facet Abu Bakar, Nabilah
Noaman, Noaman Mohammed Ridha
Mohd. Nasir, Noor Azline
Safiee, Nor Azizi
author_sort Abu Bakar, Nabilah
title Experimental evaluation of flexural behaviour of rubberized concrete beam
title_short Experimental evaluation of flexural behaviour of rubberized concrete beam
title_full Experimental evaluation of flexural behaviour of rubberized concrete beam
title_fullStr Experimental evaluation of flexural behaviour of rubberized concrete beam
title_full_unstemmed Experimental evaluation of flexural behaviour of rubberized concrete beam
title_sort experimental evaluation of flexural behaviour of rubberized concrete beam
publisher Springer
publishDate 2019
url http://psasir.upm.edu.my/id/eprint/79798/
https://link.springer.com/article/10.1007/s42107-019-00159-5
_version_ 1751538201333334016
score 13.211869