Influence of lightweight aggregate on the bond properties of concrete with various strength grades

Mo, K.H. and Alengaram, Ubagaram Johnson and Visintin, P. and Goh, S.H. and Jumaat, Mohd Zamin (2015) Influence of lightweight aggregate on the bond properties of concrete with various strength grades. Construction and Building Materials, 84. pp. 377-386. ISSN 0950-0618, DOI

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This paper presents the comparison of the bond and mechanical properties of lightweight oil palm shell concrete (OPSC) and normal weight concrete (NWC) with three different strength grades of 25, 35 and 45 MPa. Although the mechanical properties such as splitting tensile strength and modulus of elasticity as well as the performance of drying shrinkage of OPSC were found to be inferior compared to NWC, the bond strength of OPSC was found to be up to 80 higher compared to the corresponding NWC of equivalent cube compressive strength grade. Results also showed that the shape of the bond stress-slip curve for OPSC was similar to conventional NWC. In addition, in this paper, modified bond models based on the CEB-FIP bond model was proposed for both OPSC and NWC which were found to give good prediction of the experimental bond stress-slip curve of the concretes. (c) 2015 Elsevier Ltd. All rights

Item Type: Article
Funders: University of Malaya under the High Impact Research Grant (HIRG) UM.C/HIR/MOHE/ENG/02/D000002-16001
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Uncontrolled Keywords: Lightweight aggregate, bond strength, bond model, mechanical properties, drying shrinkage, oil palm shell, oil palm shell, kernel shell, thermal-conductivity, shrinkage properties, drying shrinkage, coarse aggregate, deformed bars, fly-ash, behavior, beams,
Subjects: T Technology > T Technology (General)
T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering
Depositing User: Mr Jenal S
Date Deposited: 20 Apr 2016 02:23
Last Modified: 07 Aug 2019 09:07

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