Flexural Behavior of One-Way Slabs Reinforced with Welded Wire Mesh under Vertical Loads
Vol. 8 No. 4 (2022): April
Research Articles
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Doi: 10.28991/CEJ-2022-08-04-03
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[1] ACI 439.5R. (2018). Guide for the Specification, Manufacture, and Construction Use of Welded Wire Reinforcement. American Concrete Institute (ACI), Michigan, United States.
[2] Naser, F. H., Al Mamoori, A. H. N., & Dhahir, M. K. (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. doi:10.1016/j.asej.2020.06.003.
[3] Ali, Z. M., Hama, S. M., & Mohana, M. H. (2020). Flexural behavior of one-way ferrocement slabs with fibrous cementitious matrices. Periodicals of Engineering and Natural Sciences, 8(3), 1614-1624. doi:10.21533/pen.v8i3.1548.
[4] Allawi, A. A., & Ali, S. I. (2020). Flexural Behavior of Composite GFRP Pultruded I-Section Beams under Static and Impact Loading. Civil Engineering Journal, 6(11), 2143–2158. doi:10.28991/cej-2020-03091608.
[5] Leeanansaksiri, A., Panyakapo, P., & Ruangrassamee, A. (2018). Seismic capacity of masonry infilled RC frame strengthening with expanded metal ferrocement. Engineering Structures, 159, 110-127. doi:10.1016/j.engstruct.2017.12.034.
[6] Li, J., Wu, C., & Liu, Z.-X. (2018). Comparative evaluation of steel wire mesh, steel fibre and high performance polyethylene fibre reinforced concrete slabs in blast tests. Thin-Walled Structures, 126, 117–126. doi:10.1016/j.tws.2017.05.023.
[7] Shaheen, Y. B. I., Hekal, G. M., & Fadel, A. K. (2018). Experimental and numerical study of the behavior of RC slabs with openings reinforced by metal mesh under impact loading. Challenge Journal of Concrete Research Letters, 9(2), 37-51. doi:10.20528/cjcrl.2018.02.001.
[8] Shaheen, Y. B. I., & Eltehawy, E. A. (2017). Structural behaviour of ferrocement channels slabs for low cost housing. Challenge Journal of Concrete Research Letters, 8(2), 48-64. doi:10.20528/cjcrl.2017.02.002.
[9] ECO 203. (2018). Egyptian Building Code for Structural Concrete Design and Construction, Ministry of Housing Utilities and urban Communities, Cairo, Egypt.
[10] ESS, 4756-11. (2007). Physical and mechanical properties examination of cement, part 1. Egyptian Standards Specification, Cairo, Egypt.
[11] Işıkdağ, B. (2015). Characterization of lightweight ferrocement panels containing expanded perlite-based mortar. Construction and Building Materials, 81, 15–23. doi:10.1016/j.conbuildmat.2015.02.009.
[12] Ibrahim, H. M. (2011). Experimental investigation of ultimate capacity of wired mesh-reinforced cementitious slabs. Construction and Building Materials, 25(1), 251–259. doi:10.1016/j.conbuildmat.2010.06.032.
[13] ACI 440.1R-06. (2006). Guide for the design and Construction of Structural Reinforcement with FRP Bars. American Concrete Institute (ACI), Michigan, United States.
[14] ACI 549R-97. (1997). State-of-the-Art on ferrocement. American Concrete Institute (ACI), Michigan, United States.
[15] ASTM C1116/C1116M-10a. (2015). Standard Specification for Fiber-reinforced Concrete. ASTM international, Pennsylvania, United States.
[16] ASTM C494/C494-08. (2017). Standard Specification for Chemical Admixtures for Concrete. ASTM international, Pennsylvania, United States.
[2] Naser, F. H., Al Mamoori, A. H. N., & Dhahir, M. K. (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. doi:10.1016/j.asej.2020.06.003.
[3] Ali, Z. M., Hama, S. M., & Mohana, M. H. (2020). Flexural behavior of one-way ferrocement slabs with fibrous cementitious matrices. Periodicals of Engineering and Natural Sciences, 8(3), 1614-1624. doi:10.21533/pen.v8i3.1548.
[4] Allawi, A. A., & Ali, S. I. (2020). Flexural Behavior of Composite GFRP Pultruded I-Section Beams under Static and Impact Loading. Civil Engineering Journal, 6(11), 2143–2158. doi:10.28991/cej-2020-03091608.
[5] Leeanansaksiri, A., Panyakapo, P., & Ruangrassamee, A. (2018). Seismic capacity of masonry infilled RC frame strengthening with expanded metal ferrocement. Engineering Structures, 159, 110-127. doi:10.1016/j.engstruct.2017.12.034.
[6] Li, J., Wu, C., & Liu, Z.-X. (2018). Comparative evaluation of steel wire mesh, steel fibre and high performance polyethylene fibre reinforced concrete slabs in blast tests. Thin-Walled Structures, 126, 117–126. doi:10.1016/j.tws.2017.05.023.
[7] Shaheen, Y. B. I., Hekal, G. M., & Fadel, A. K. (2018). Experimental and numerical study of the behavior of RC slabs with openings reinforced by metal mesh under impact loading. Challenge Journal of Concrete Research Letters, 9(2), 37-51. doi:10.20528/cjcrl.2018.02.001.
[8] Shaheen, Y. B. I., & Eltehawy, E. A. (2017). Structural behaviour of ferrocement channels slabs for low cost housing. Challenge Journal of Concrete Research Letters, 8(2), 48-64. doi:10.20528/cjcrl.2017.02.002.
[9] ECO 203. (2018). Egyptian Building Code for Structural Concrete Design and Construction, Ministry of Housing Utilities and urban Communities, Cairo, Egypt.
[10] ESS, 4756-11. (2007). Physical and mechanical properties examination of cement, part 1. Egyptian Standards Specification, Cairo, Egypt.
[11] Işıkdağ, B. (2015). Characterization of lightweight ferrocement panels containing expanded perlite-based mortar. Construction and Building Materials, 81, 15–23. doi:10.1016/j.conbuildmat.2015.02.009.
[12] Ibrahim, H. M. (2011). Experimental investigation of ultimate capacity of wired mesh-reinforced cementitious slabs. Construction and Building Materials, 25(1), 251–259. doi:10.1016/j.conbuildmat.2010.06.032.
[13] ACI 440.1R-06. (2006). Guide for the design and Construction of Structural Reinforcement with FRP Bars. American Concrete Institute (ACI), Michigan, United States.
[14] ACI 549R-97. (1997). State-of-the-Art on ferrocement. American Concrete Institute (ACI), Michigan, United States.
[15] ASTM C1116/C1116M-10a. (2015). Standard Specification for Fiber-reinforced Concrete. ASTM international, Pennsylvania, United States.
[16] ASTM C494/C494-08. (2017). Standard Specification for Chemical Admixtures for Concrete. ASTM international, Pennsylvania, United States.
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