Mo, Kim Hung and Visintin, P. and Alengaram, Ubagaram Johnson and Jumaat, Mohd Zamin (2016) Bond stress-slip relationship of oil palm shell lightweight concrete. Engineering Structures, 127. pp. 319-330. ISSN 0141-0296, DOI https://doi.org/10.1016/j.engstruct.2016.08.064.
Full text not available from this repository.Abstract
This paper presents the investigation on the local bond stress-slip behaviour of lightweight oil palm shell concrete (OPSC). The bond properties of the OPSC specimen with varying reinforcing bar diameters (12 and 16 mm), concrete cover sizes (50, 75 and 100 mm) and compressive strengths (25 and 35 MPa) were explored. A concrete cover size to reinforcing bar diameter (C/D) ratio of more than 4.17 resulted in pull-out failure while the ratio of 3.13 caused splitting cracks in the OPSC specimens. The reinforcing bar diameter, concrete cover size and compressive strength affected the normalized bond strength, provided that the splitting failure occurred in the concrete specimens. The proposed bond model for splitting failure incorporating the C/D ratio used in the closed-form solution for prediction of the serviceability crack width was found to give good estimation of the experimental results obtained from the full-scale beam tests.
| Item Type: | Article |
|---|---|
| Funders: | University of Malaya: University of Malaya research Grant fund with Project no: RP037A-15 AET: Enhancement Of Concrete Properties Made From Local Waste Materials Using Nano Particles |
| Uncontrolled Keywords: | Bond stress-slip; Splitting; Crack width; Lightweight concrete; Bond model |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering > Department of Civil Engineering |
| Depositing User: | Ms. Juhaida Abd Rahim |
| Date Deposited: | 08 Sep 2017 04:37 |
| Last Modified: | 05 Feb 2020 04:52 |
| URI: | http://eprints.um.edu.my/id/eprint/17769 |
Actions (login required)
 |
View Item |
