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The Reinforced Concrete (RC) beams containing Expanded Polystyrene Beads (EPS) and Palm Oil Fuel Ash (POFA) as sand and cement replacement with a percentage between 10% and 30% were studied in terms of load-deflection behaviour. RC beam’s size was 1000×150×150 mm and simply supported at spaced 750 mm apart. The 10% of POFA without EPS shows a slight increase which is 0.26% higher than normal concrete in compressive strength. The ultimate load and flexural performance of RC beams with EPS and POFA exhibited a decreasing trend. All beams’ ultimate load exceeds the design value. The cracks of the RC beam may be classified as vertical flexural cracks, and some of the cracks can be classified as shear cracks based on the crack angle. As the percentage of EPS and POFA increases above 20% for all specimens, cracking starts to change to shear cracking.
Słowa kluczowe
Wydawca
Czasopismo
Rocznik
Tom
Strony
359--364
Opis fizyczny
Bibliogr. 15 poz., fot., rys., tab.
Twórcy
autor
- Universiti Tun Hussein Onn, Faculty of Engineering Technology, Pagoh, Johor, Malaysia
autor
- Universiti Tun Hussein Onn, Faculty of Engineering Technology, Pagoh, Johor, Malaysia
autor
- Universiti Tun Hussein Onn, Faculty of Engineering Technology, Pagoh, Johor, Malaysia
- Universiti Tun Hussein Onn, Faculty of Engineering Technology, Pagoh, Johor, Malaysia
autor
- Universiti Tun Hussein Onn, Faculty of Engineering Technology, Pagoh, Johor, Malaysia
autor
- Universiti Tun Hussein Onn, Centre for Diploma Studies, Pagoh, Johor, Malaysia
autor
- Universiti Malaysia Perlis (UniMAP), Centre of Excellence Geopolymer & Green Technology (CEGeoGTech), 01000 Perlis, Malaysia
autor
- Czestochowa University of Technology, Faculty of Production Engineering and Materials Technology, Department of Physics, 19 Armii Krajowej Av., 42-200 Częstochowa
Bibliografia
- [1] H.M. Hamada, G.A. Jokhio, F.M. Yahaya, A.M. Humada, Y. Gul, The present state of the use of palm oil fuel ash (POFA) in concrete. Construction and Building Materials (2018).
- [2] I.M. Nikbin, M. Golshekan, The effect of expanded polystyrene synthetic particles on the fracture parameters, brittleness and mechanical properties of concrete. Theoretical and Applied Fracture Mechanics 94, no. September 2017, 160-172 (2018).
- [3] N.H. Ramli Sulong, S.A.S. Mustapa, M.K. Abdul Rashid, Application of expanded polystyrene (EPS) in buildings and constructions: A review. Journal of Applied Polymer Science 47529, 1-11 (2019).
- [4] J.M. Khatib, B.A. Herki, A. Elkordi, Characteristics of concreto containing EPS. Elsevier Ltd, (2019).
- [5] H. Mohammad Hosseini, M.M. Tahir, M.I. Sayyed, Strength and transport properties of concrete composites incorporating waste carpet fibres and palm oil fuel ash, Journal of Building Engineering 20, June, 156-165 (2018).
- [6] A.S.M.A. Awal, I.A. Shehu, Performance evaluation of concreto containing high volume palm oil fuel ash exposed to elevated temperature. Construction and Building Materials (2015).
- [7] N. Farzadnia, H. Noorvand, A.M. Yasin, F.N.A. Aziz, The effect of nano silica on short term drying shrinkage of POFA cement mortars. Construction and Building Materials 95, 636-646 (2015).
- [8] B.S. Thomas, S. Kumar, H.S. Arel, Sustainable concrete containing palm oil fuel ash as a supplementary cementitious material - A review. Renewable and Sustainable Energy Reviews 80, 550-561 (2017).
- [9] R.E. Franklin, H.C. Erntroy, B.K. Marsh, Department of the Environment. Establishment Design of normal concrete mixes. Watford. U.K.: Building Research Establishment, 2nd ed. United Kingdom (1997).
- [10] S. Chandra Paul, Mechanical Behaviour and Durability Performance of Concrete Containing Recycled Concrete Aggregate. Stellenbosch University, p. 177 (2011).
- [11] F. Roslee, N.A.F.M. Kamil, A.A. Kadir, I. Isia, M.I.H. Hassan, Potential of ground and unground palm oil fuel ash in construction material. International Journal of Engineering and Technology (UAE) 7, 3.23 Speci, 49-52 (2018).
- [12] N. Liu, B. Chen, Experimental study of the influence of EPS particle size on the mechanical properties of EPS lightweight concrete. Construction and Building Materials (2014).
- [13] N. Ranjbar, A. Behnia, B. Alsubari, P. Moradi Birgani, M.Z. Jumaat, Durability and mechanical properties of self-compacting concrete incorporating palm oil fuel ash. Journal of Cleaner Production (2016).
- [14] H.Q. Ahmed, D.K. Jaf, S.A. Yaseen, Flexural strength and failure of geopolymer concrete beams reinforced with carbon fibre-reinforced polymer bars. Construction and Building Materials 231, 117185 (2020).
- [15] N.M. Altwair, M.A.M. Johari, S.F.S. Hashim, Influence of treated palm oil fuel ash on compressive properties and chloride resistance of engineered cementitious composites, Materials and Structures/Materiaux et Constructions 47, 4, 667-682 (2014).
Uwagi
The author would like to give truthful recognition to Office for Research Management Centre (RMC), Universiti Tun Hussein Onn Malaysia, for the commitments, especially on giving the budget for a fee through the TIER 1 research grant (Grant code Q442).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-28778385-46c6-406f-aeda-ffb7e9a75577
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