An Innovative Method of Voided Reinforced Concrete One-Way Slabs Using Bundled Waste PET Bottled Tubes

Article Preview

Abstract:

Sustainability in concrete structure has been developed rapidly for ensuring the requested for a new thinking about construction by concrete elements. This paper deals with using buddle using polyethylene terephthalate PET bottles and steel meshes for fabricating and modeling one way RC voided slab. That is very useful to reduce the weight of slab, also reduced the wastes in same time. For both the voided and solid ones, the load-displacement curves were almost identical from beginning until the load reaches ultimate stages, where the increasing in depth of voided slab showed higher strengths and lower displacement at same load level.

You might also be interested in these eBooks

Info:

Periodical:

Materials Science Forum (Volume 1007)

Pages:

76-84

Citation:

Online since:

August 2020

Export:

Price:

* - Corresponding Author

[1] L. Ávila Córdoba, G. Martínez-Barrera, C. Barrera Díaz, F. Ureña Nuñez, and A. Loza Yañez, Effects on mechanical properties of recycled PET in cement-based composites,, International Journal of Polymer Science, vol. 2013, no. 1, p.1–7, (2013).

DOI: 10.1155/2013/763276

Google Scholar

[2] F. Pelisser, O. R. K. Montedo, P. J. P. Gleize, and H. R. Roman, Mechanical properties of recycled PET fibers in concrete,, Materials Research, vol. 15, no. 4, p.679–686, (2012).

DOI: 10.1590/s1516-14392012005000088

Google Scholar

[3] A. I. Al-Hadithi and M. F. Alani, Importance of adding waste plastics to high-performance concrete,, Proceedings of Institution of Civil Engineers: Waste and Resource Management, vol. 171, no. 2, p.36–51, (2018).

DOI: 10.1680/jwarm.17.00040

Google Scholar

[4] G. Iyappan, Polyethylene terephthalate bottle concrete slab system,, International Journal of Modern Trends in Engineering and Science, vol. 5, no. 2, p.36–39, (2018).

Google Scholar

[5] B. H. Kim, J. H. Chung, H. K. Choi, S. C. Lee, and C. S. Choi, Flexural capacities of one-way hollow slab with donut type hollow sphere,, Key Engineering Materials, vol. 452–453, p.773–776, (2011).

DOI: 10.4028/www.scientific.net/kem.452-453.773

Google Scholar

[6] I. S. Ibrahim, K. S. Elliott, R. Abdullah, A. B. H. Kueh, and N. N. Sarbini, Experimental study on the shear behaviour of precast concrete hollow core slabs with concrete topping,, Engineering Structures, vol. 125, p.80–90, (2016).

DOI: 10.1016/j.engstruct.2016.06.005

Google Scholar

[7] J. H. Chung, H. S. Jung, B. il Bae, C. S. Choi, and H. K. Choi, Two-Way Flexural Behavior of Donut-Type Voided Slabs,, International Journal of Concrete Structures and Materials, vol. 12, no. 1, (2018).

DOI: 10.1186/s40069-018-0247-6

Google Scholar

[8] C. H. Lee, I. Mansouri, E. Kim, J. Ryu, and W. T. Woo, Experimental analysis of one-way composite steel deck slabs voided by circular paper tubes: Shear strength and moment–shear interaction,, Engineering Structures, vol. 182, no. December 2018, p.227–240, (2019).

DOI: 10.1016/j.engstruct.2018.12.063

Google Scholar

[9] Dwivedi, Voided Slab Design : Review Paper,, 3rd International Conference on Multidisciplinary Research & Practice, vol. IV, no. I, p.220–226, (2016).

Google Scholar

[10] T. S. Al-Gasham, A. N. Hilo, and M. A. Alawsi, Structural behavior of reinforced concrete one-way slabs voided by polystyrene balls,, Case Studies in Construction Materials, vol. 11, no. October, (2019).

DOI: 10.1016/j.cscm.2019.e00292

Google Scholar

[11] PCI, PCI Manual for the Design of Hollow Core Slabs. (2015).

Google Scholar

[12] COSQC (Central Organization for Standardization and Quality Control, IQ.S 5: Portland cement. COSQC, Baghdad, Iraq., Baghdad, (1984).

Google Scholar

[13] COSQC (Central Organization for Standardization and Quality Control), IQ.s45:Aggregate from natural sources for concrete., Central Organization for Standardization and Quality Control), Baghdad, (1984).

Google Scholar

[14] S. M. Hama, A. S. Mahmoud, and M. M. Yassen, Flexural behavior of reinforced concrete beam incorporating waste glass powder,, Structures, vol. 20, p.510–518, (2019).

DOI: 10.1016/j.istruc.2019.05.012

Google Scholar

[15] ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-19),, American Concrete Institute, Farmington Hills, MI 48331, (2019).

DOI: 10.1061/(asce)1076-0431(1996)2:3(120.3)

Google Scholar

[16] T. S. Al-Gasham, A. N. Hilo, and M. A. Alawsi, Structural behavior of reinforced concrete one-way slabs voided by polystyrene balls,, Case Studies in Construction Materials, vol. 11, p. e00292, (2019).

DOI: 10.1016/j.cscm.2019.e00292

Google Scholar

[17] J. H. Chung, H. K. Choi, S. C. Lee, and C. S. Choi, One-way shear strength of circular voided reinforced concrete floor slabs,, Proceedings of the Institution of Civil Engineers: Structures and Buildings, vol. 168, no. 5, p.336–350, (2015).

DOI: 10.1680/stbu.14.00044

Google Scholar