Structural behavior of ferrocement composite hollow-cored panels for roof construction
DOI: https://doi.org/10.20528/cjcrl.2022.01.002
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The main objective of the following work is to study the effect of using different types of metallic and non-metallic mesh reinforcement materials on the flexural behavior of ferrocement hollow-cored panels as a viable alternative for conventional reinforced concrete roofs. The proposed panels are lighter in weight relative to the conventional reinforced concrete panels. Three types of the steel meshes were used to reinforce the ferrocement skin layers. Namely: welded wire mesh, expanded metal mesh, and tenax mesh with various numbers of layers. Experimental investigation was conducted on the proposed panels. A total of ten slabs having the total dimensions of 2000 mm length, 500 mm width and 120 mm thickness were cast and tested under flexural loadings until failure. The deformation characteristics and cracking behavior were recorded and observed for each panel at all stages of loadings. The results showed that high ultimate and serviceability loads, crack resistance control, high ductility, and good energy absorption properties could be achieved by using the proposed panels. This could be of true construction merits for both developed and developing countries alike. The experimental results were then compared to analytical models using (ABAQUS/Explicit) programs. The finite element (FE) simulations achieved better results in comparison with the experimental results.
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Abbass AA, Abid SR, Arna'ot FH, Al-Ameri R A, Özakça M (2020). Flexural response of hollow high strength concrete beams considering different size reductions. Journal of Structures, 23, 69-86.
Abdul-Fataha S (2014). Structural behavior of concrete beams reinforced with innovative materials. M.Sc. thesis, Department of Civil Engineering, Menoufia University, Egypt.
Aboul-Anen B, El-Shafey A, El-Shami M (2009). Experimental and analytical model of ferrocement slabs. International Journal of Recent Trends in Engineering, 1(6), 25-29.
ACI 549 (1999). State-of-the-Art Report on Ferrocement. ACI Manual of Concrete Practice, Part 5.
Acma L, Dumpasan G, Salva M, Mansaguiton M, Supremo R, Daquiado N (2015). Flexural strength and ductility behavior of ferrocement I-beam. Mindanao Journal of Science and Technology, 13, 99-108.
Al-Kubaisy MA, Jumaat MZ (2000). Flexural behavior of reinforced concrete slabs with ferrocement tension zone cover. Construction and Building Materials, 14(5), 245-252.
Ali A, Abdullah A (1995). Applications of ferrocement as a low cost construction material in Malaysia. Journal of Ferrocement, 25(2), 123-128.
ASTM C1116/C1116M-10a (2015). Standard specification for fiber reinforced concrete. ASTM international, West Conshohocken, PA.
Bhalsing S, Shoaib S, Autade P (2014). Tensile strength of ferrocement with respect to specifc surface. International Journal of Innovative Research in Science, Engineering and Technology, 3(4), 501-507.
Chowdary PA (2016). Experimental analytical and investigation of flexural behavior of reinforced concrete beam. International Journal of Advanced Scientific Technology in Engineering and Management Sciences, 2(12).
Du W, Yang C, Wang C, Pan Y, Zhang H, Yuan W (2021). Flexural behavior of polyvinyl alcohol fiber - reinforced ferrocement cementitious composite. Journal of Materials in Civil Engineering, 33(4).
E.C.P. 203 (2018). Egyptian Code of Practice: Design and Construction for Reinforced Concrete Structures. Cairo, Egypt.
Elavenil S, Chandrasekar V (2007). Analysis of reinforced concrete beams strengthened with ferrocement. International Journal of Applied Engineering Research, 2(3), 431- 440.
Eskandari H, Madadi A (2015). Investigation of ferrocement channels using experimental and finite element analysis. Engineering Science and Technology, an International Journal, 18(4), 769-775.
E.S.S. 1109 (2008). Aggregates for Concrete. Egyptian Organization for Standardization & Quality, Cairo, Egypt.
E.S.S. 4756-1 (2013). Portland Cement, Ordinary and Rapid Hardening. Egyptian Organization for Standardization & Quality, Cairo, Egypt.
Fahmy EH, Shaheen YB, Korany YS (1997). Use of ferrocement laminates for repairing reinforced concrete slabs. Journal of Ferrocement, 27(3), 219-232.
Fahmy EH, Ezzat H, Shaheen YB, Abou Zeid MN (2004). Development of ferrocement panels for floor and wall construction. Proceedings of the 5th Structural Specialty Conference of the Canadian Society for Civil Engineering, Saskatoon, Saskatchewan, Canada.
Fahmy EH, Ezzat H, Shaheen YB, Abou Zeid MN, Abdel Naby AM (2005). Permanent ferrocement forms: a viable alternative for construction of concrete Beams. Proceedings of the 30th Conference on Our World in Concrete and Structures, Singapore, 249-256.
Koukousel A, Mistakid E (2014). Buckling behavior of composite ferrocement plates. Conference: 8th Hellenic National Conference of Steel Structures.
Leeanansaksiri A, Payakapo P, Ruangrassamee A (2018). Seismic capacity of masonry infilled RC frame strengthening with expanded metal ferrocement. Journal of Engineering Structures, 159, 110-127.
Naaman AE (2015). Ferrocement: Progress review and most critical need for the near future. 11th International Symposium on Ferrocement and Textile Reinforced Concrete 3rd ICTRC, Germany, 9-14.
Naser FH, Al Mamoori AH, Dhahir MK (2021). Effect of using different types of reinforcement on the flexural behavior of ferrocement hollow core slabs embedding PVC pipes. Ain Shams Engineering Journal, 12(1), 303-315.
Prakashan LV, George J, Edayadiyil JB, George JM (2016). Experimental study on the flexural behavior of hollow core concrete slabs. Journal of Applied Mechanics and Materials, 857, 107-112.
Sakthivel PB, Jagannathan A (2005). Ferrocement construction technology and its applications – A review. http://dl.lib.mrt.ac.lk/handle/123/9492.
Shaaban IG, Shaheen YB, Elsayed EL, Kamal OA, Adesina PA (2018). Flexural behaviour and theoretical prediction of lightweight ferrocement composite beams. Case Studies in Construction Materials, 9.
Shaheen YB, Eltehawy EA (2017). Structural behaviour of ferrocement channels slabs for low cost housing. Challenge Journal of Concrete Research Letters, 8(2), 48-64.
Shaheen YB, Eltaly BE, Abdul-Fataha S (2014a). Structural performance of ferrocement beams reinforced with composite materials. Journal of Structural Engineering & Mechanics, 50(6), 817-834.
Shaheen YB, Eltaly BE, Hanesh AA (2014b). Experimental and FE simulations of ferrocement domes reinforced with composite materials. Journal of Concrete Research Letters, 5(4), 873-887.
Shaheen YB, Nasser AA, El-Habashy WS (2016). Behaviour of ferrocement sandwich panels slabs under shear. Journal of Concrete Research Letters, 7(1), 11-23.
Shaheen YB, Soliman NM, El-Araby F (2018). Repairing reinforced concrete beams with openings by ferrocement laminates. 12th International Conference on Civil and Architecture Engineering, Cairo, Egypt, 1-20.
Shaheen YB, Mousa M, Gamal E (2020). Structural behavior of light weight ferrocement walls. 13th International Conference on Civil and Architecture Engineering, Cairo, Egypt, 1-21.
Singh V, Bansal PP, Kumar M (2015). Experimental studies on strength and ductility of ferrocement jacketed RC beam-column joints. International Journal of Civil and Structural Engineering, 5(3), 199-205.
Swamy RN, Shaheen YB (1990). Tensile behavior of thin ferrocement plates. ACI Materials Journal, 357-387.
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