UMP Institutional Repository

Finite Element Analysis on the Effect of Hollow Section on the Strength of Foamed Concrete Beam

Rokiah, Othman and Khairunisa, Muthusamy and Putra Jaya, Ramadhansyah and Duraisamy, Youventharan and M. A., Sulaiman and Nadiatul Adilah, Ahmad Abdul Ghani and Chong, B. W. (2020) Finite Element Analysis on the Effect of Hollow Section on the Strength of Foamed Concrete Beam. In: IOP Conference Series: Materials Science and Engineering, 3rd National Conference on Wind & Earthquake Engineering and International Seminar On Sustainable Construction Engineering, 12-13 July 2019 , Kuala Lumpur, Malaysia. pp. 1-7., 712 (012048). ISSN 1757-8981 (Print), 1757-899X (Online)

[img]
Preview
Pdf
Finite Element Analysis on the Effect of Hollow Section.pdf
Available under License Creative Commons Attribution.

Download (734kB) | Preview

Abstract

The environmental impact of cement production has prompted innovative measures to reduce the usage of cement in accordance with the principle of sustainable construction. At the same time, the palm oil industry generates about 2 million tons of spent bleaching earth (SBE) are generated annually with most of it ends up in the landfill, causing environmental degradation. This research focuses on the effect of hollow section on the strength of foamed concrete beam by using processed spent bleaching earth (PSBE) as partial cement replacement. Hollow section of two shapes were implemented at three different locations along the beam specimen. The foamed concrete beams with 30% cement replaced with PSBE were subjected to tensile test at 28 days to observe the effect of hollow section on the maximum load and tensile strength. The deflection of the specimen was compared with theoretical value and the mode of failure was studied. Hollow section of circular and square shape was studied while the locations were on neutral axis, above neutral axis, and below neutral axis. Verification of experiment was conducted using Finite Element Analysis (FEA) software, ANSYS. Test result shows that beams with circular hollow section has higher strength than those with circular hollow sections. The best position of hollow was above the neutral axis as to not impact the weak tensile strength of foamed concrete. FEA analysis shows great accuracy in predicting the performance of the specimens.

Item Type: Conference or Workshop Item (Lecture)
Uncontrolled Keywords: Finite Element; Hollow Section; Concrete beam
Subjects: T Technology > TH Building construction
Faculty/Division: Faculty of Civil Engineering & Earth Resources
Depositing User: PM Dr. Ramdhansyah Putra Jaya
Date Deposited: 13 Jan 2020 08:30
Last Modified: 13 Jan 2020 08:30
URI: http://umpir.ump.edu.my/id/eprint/27239
Download Statistic: View Download Statistics

Actions (login required)

View Item View Item