Alengaram, Ubagaram Johnson and Jumaat, Mohd Zamin and Mahmud, H. and Fayyadh, M.M. (2011) Shear behaviour of reinforced palm kernel shell concrete beams. Construction and Building Materials, 25 (6). pp. 2918-2927. ISSN 0950-0618, DOI https://doi.org/10.1016/j.conbuildmat.2010.12.032.
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Official URL: https://doi.org/10.1016/j.conbuildmat.2010.12.032
Abstract
The shear behaviour of palm kernel shell concrete (PKSC) beams prepared using palm kernel shell (PKS) as lightweight aggregate (LWA) is reported here. The shear strength of grade 30 PKSC with a density of 1850 kg/m3 was found 24 higher than the corresponding normal weight concrete (NWC). Good aggregate interlock in PKSC was evident as it produced shorter jagged cracks compared to longer plain cracks of NWC. Further, PKSC was able to produce twice as many flexural and shear cracks compared to NWC. Tension stiffening between the tensile cracks of PKSC enhanced flexural rigidity and dowel action. The non-linear numerical analysis predicted the shear strength within an average 20 of the experimental results. © 2011 Elsevier Ltd. All rights reserved.
| Item Type: | Article |
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| Funders: | UNSPECIFIED |
| Additional Information: | Cited By (since 1996): 6 Export Date: 6 January 2013 Source: Scopus CODEN: CBUME Language of Original Document: English Correspondence Address: Johnson Alengaram, U.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; email: ujohnrose@yahoo.com References: (1983) FIP Manual of Lightweight Aggregate Concrete, , 2nd ed. London: Surrey University Press; Abdullah, A.A., Palm oil shell aggregate for lightweight concrete. Waste materials used in concrete manufacturing (2003) Lightweight Aggregate Concrete, Science, Technology, and Applications, pp. 5-19; Okafor, F.O., Palm kernel shell as aggregate for concrete (1988) Cem Concr Res, 18, pp. 901-910; Okpala, D.C., Palm kernel shell as a lightweight aggregate in concrete (1990) Build Environ, 25, pp. 291-296; Basri, H.B., Mannan, M.A., Zain, M.F.M., Concrete using waste oil palm shells as aggregate (1999) Cem Concr Res, 29, pp. 619-622; Mannan, M.A., Ganapathy, C., Engineering properties of concrete with oil palm shell as coarse aggregate (2002) Construction and Building Materials, 16 (1), pp. 29-34. , DOI 10.1016/S0950-0618(01)00030-7, PII S0950061801000307; Teo, D.C.L., Mannan, M.A., Kurian, J.V., Flexural behaviour of reinforced lightweight concrete beams made with oil palm shell (OPS) (2006) J Adv Concr Technol, 4, pp. 1-10; Alengaram, U.J., Jumaat, M.Z., Mahmud, H., Ductility behaviour of reinforced palm kernel shell concrete beams (2008) Eur J Sci Res, 23, pp. 406-420; Jumaat, M.Z., Alengaram, U.J., Mahmud, H., Shear strength of oil palm shell foamed concrete beams (2009) Mater des, 30, pp. 2227-2236; Kong, F.K., Evans, R.H., (1995) Reinforced and Prestressed Concrete, , 3rd ed. Chapman & Hall London; Short, A., Kinniburgh, W., (1978) Lightweight Concrete, , 3rd ed. Applied Science Publication London; Waner, R.F., Rangan, B.V., Hall, A.S., Faulkes, K.A., (1999) Concrete Structures, , 1st ed. Addison Wesley Longman Australia Pty Ltd. South Melbourne; (2002) ACI Manual of Concrete Practice Part 3, , Farmington Hills: American Concrete Institute; (1997) Structural Use of Concrete. Part 1. Code of Practice for Design and Construction, , BS 8110: Part 1:1997 London: British Standards Institution; (1985) Part 2:1985. Structural Use of Concrete. Part 2. Code of Practice for Special Circumstances, , BS 8110 London: British Standards Institution; (2004) Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings. BS en 1992-1-1:2004, , London: British Standards Institution; Alengaram, U.J., Jumaat, M.Z., Mahmud, H., Influence of cementitious materials and aggregate content on compressive strength of palm kernel shell concrete (2008) J Appl Sci, 8, pp. 3207-3213; Mahmud, H., Jumaat, M.Z., Alengaram, U.J., Influence of sand/cement ratio on mechanical properties of palm kernel shell concrete (2009) J Appl Sci, 9, pp. 1764-1769; Teychenne, D.C., Franklin, J.C., Erntroy, H.C., (1992) Design of Normal Concrete Mixes, , Watford: Department of the Environment, British Research Establishment (BRE); Swamy, R.N., Adepegba, D., Shear resistance of reinforced beams without web steel (1969) Build Sci, 3, pp. 207-220; Mosley, W.H., Bungey, J.H., Hulse, R., (2007) Reinforced Concrete Design to Eurocode 2, , 6th ed. Palgrave Macmillan New York; Clarke, J.L., SHEAR STRENGTH OF LIGHTWEIGHT AGGREGATE CONCRETE BEAMS: DESIGN TO BS 8110 (1987) Magazine of Concrete Research, 39 (141), pp. 205-213; Taylor, H.P.J., The fundamental behaviour of reinforced concrete beams in bending and shear (1974) ACI Special Publ, 423, pp. 43-77 |
| Uncontrolled Keywords: | Aggregate interlock, Lightweight aggregate, Mechanical properties, Palm kernel shell, Shear strength, A-density, Aggregate interlocks, Concrete beam, Dowel actions, Flexural rigidities, Light weight aggregate, Non-linear, Normal weight concrete, Palm kernel shells, Shear behaviour, Shear crack, Tensile crack, Tension stiffening, Aggregates, Concrete products, Cracks, High energy physics, Numerical analysis, Shells (structures). |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering |
| Depositing User: | Mr Jenal S |
| Date Deposited: | 07 May 2013 02:05 |
| Last Modified: | 07 Aug 2019 09:03 |
| URI: | http://eprints.um.edu.my/id/eprint/5977 |
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