Comparative Evaluation on the MOE between EN, BS and ASTM of Concrete Containing PET

• Published in: IOP conference series. Materials Science and Engineering Vol. 713; no. 1; pp. 12018 - 12025
• Main Authors: Amzar Othman, Muhammad, Shahidan, Shahiron, Mar Shamsudin, Shamrul, Ali, Noorwirdawati, Mohd Zuki, Sharifah Salwa, Sheikh Khalid, Faisal, Mohamed Nazri, Fadzli
• Format: Journal Article
• Language: English
• Published: Bristol IOP Publishing 01.01.2020
• Subjects: Bottles; Concrete; Elasticity; Modulus of elasticity; Polyethylene terephthalate
• ISSN: 1757-8981; 1757-899X
• DOI: 10.1088/1757-899X/713/1/012018

The wide use of plastic bottles has led to a drastic increase in the disposal of plastic bottles. Reusing waste plastic bottles in concrete may be beneficial to the environment and help ensure economic viability at the same time. Previous researchers had investigated the application of waste materials in the construction field by using polyethylene terephthalate as one of the solutions to address this environment threat. In this research, the aim of the study is to investigate the modulus of elasticity of concrete material incorporated with polyethylene terephthalate. To achieve the objective of the study, the modulus of elasticity test was conducted to determine the Modulus of Elasticity (MOE). A comparison of MOE between Eurocodes (EC), British Standard (BS) and American Society for Testing and Materials (ASTM) Standards was conducted. At the end of this study, the value of modulus of elasticity resulting from the plastic bottle concrete material was expected to be classified as the same category as common concrete. Besides, the plastic bottle concrete material was also expected to possess similar properties as other conventional materials. Optimistically, the results of this research resulting from the MOE concrete plastic bottles that are not classified as a similar category as conventional concrete recorded a difference of 4.26% to 59.29%. It can be concluded that shred plastic bottles have a lower feasibility and do not have the potential to be used in concrete mixes.