Please use this identifier to cite or link to this item: http://cmuir.cmu.ac.th/jspui/handle/6653943832/62892
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dc.contributor.authorApidej Sakulneyaen_US
dc.contributor.authorPitiwat Wattanachaien_US
dc.date.accessioned2018-11-29T08:00:58Z-
dc.date.available2018-11-29T08:00:58Z-
dc.date.issued2018-05-01en_US
dc.identifier.issn01253395en_US
dc.identifier.other2-s2.0-85053710102en_US
dc.identifier.other10.14456/sjst-psu.2018.61en_US
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85053710102&origin=inwarden_US
dc.identifier.urihttp://cmuir.cmu.ac.th/jspui/handle/6653943832/62892-
dc.description.abstract© 2018, Prince of Songkla University. All rights reserved. This research aimed to study the behaviour of concrete after adding recyclable waste materials into the mixture. According to a number of studies and reports widely published on crumb rubber and poly (ethylene terephthalate) (PET) fibre, both materials were of interest for this study. Based on a structured mixing of 7 different proportions of crumb rubber with 2 different proportions of PET fibre, samples of 108 concrete cylinders were collected for testing on compressive strength. Flexibility and ductility were tested on 6 specimens of concrete beams, and the strain contour of 6 reinforced concrete beams of 2 meters length were evaluated. As a result, it was found that concrete with recycled materials had lower compressive strength than conventional concrete. Moreover, the finding in terms of flexibility, energy dissipation, and strain capacity revealed that adding PET fibre and crumb rubber significantly improved the performance of conventional concrete.en_US
dc.subjectMultidisciplinaryen_US
dc.titleA comparison study on elasticity of rubberized concrete with and without poly (Ethylene terephthalate) fibreen_US
dc.typeJournalen_US
article.title.sourcetitleSongklanakarin Journal of Science and Technologyen_US
article.volume40en_US
article.stream.affiliationsChiang Mai Universityen_US
Appears in Collections:CMUL: Journal Articles

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