Research Article
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Year 2019, Volume: 4 Issue: 1, 1 - 18, 01.01.2019

Abstract

References

  • [1] Alavi Nia, A., Hedayatian, M., Nili, M., & Sabet, V. A. (2012). An experimental and numerical study on how SCC and polypropylene fibres affect the impact resistance in fibre-reinforced concrete. International Journal of Impact Engineering, 46, 62–73. https://doi.org/10.1016/j.ijimpeng.2012.01.009
  • [2] Alhozaimy, A. M., Soroushian, P., & Mirza, F. (1996). Mechanical properties of polypropylene fibre reinforced concrete and the effects of pozzolanic materials. Cement and Concrete Composites, 18(2), 85-92.
  • [3] Al-Kadi, Q. N., Alhasana, M. B., & Al Qadi, A. N. (2016). Spalling Assessment of Self- Compacting Concrete with and Without Polypropylene Fibres at Elevated Temperatures. International Journal of Engineering Research and Applications, 6(6), 82-93.‏
  • [4] Atiş, C. D., Çelik, C., Çelik, Ö., & Karahan, O. (2009). Influence of activator on the strength and drying shrinkage of alkali-activated slag mortar. Construction and building materials, 23(1), 548-555.
  • [5] Atmaca, A., & Atmaca, N. (2018). “Energy efficiency and engineering applications” in conjunction with the “International energy and engineering conference 2016”(Oct 13– 14, 2016).
  • [6] Atmaca, A. (2016). Life cycle assessment and cost analysis of residential buildings in south east of Turkey: part 1—review and methodology. The International Journal of Life Cycle Assessment, 21(6), 831-846.
  • [7] Atmaca, A., & Atmaca, N. (2016). Comparative life cycle energy and cost analysis of post-disaster temporary housings. Applied energy, 171, 429-443.
  • [8] Atmaca, A. (2018). Sustainable life span prediction of shelters constructed in refugee camps in Turkey. Energy, Ecology and Environment, 3(1), 5–12.
  • [9] Azapagic, A. (2004). Developing a framework for sustainable development indicators for the mining and minerals industry. Journal of cleaner production, 12(6), 639-662.
  • [10] Bayasi, Z., & Zeng, J. (1993). Properties of Polypropylene Fibre Reinforced Concrete. ACI Materials Journal, 90(6). https://doi.org/10.14359/4439
  • [11] Cecchin, G., Morini, G., & Piemontesi, F. (2000). Ziegler‐Natta Catalysts. Kirk‐Othmer Encyclopedia of Chemical Technology.
  • [12] Chen, B., & Liu, J. (2005). Contribution of hybrid fibres on the properties of the high- strength lightweight concrete having good workability. Cement and Concrete Research, 35(5), 913-917.
  • [13] Education, G. (2009). Handbook for Life Cycle Assessment (LCA). Using the GaBi Education Software Package, PE International, 60-66.
  • [14] Galli, P., Luciani, L., & Cecchin, G. (1981). Advances in the polymerization of polyolefins with coordination catalysts. Die Angewandte Makromolekulare Chemie: Applied Macromolecular Chemistry and Physics, 94(1), 63-89.‏
  • [15] Gu, L., & Ozbakkaloglu, T. (2016). Use of recycled plastics in concrete: A critical review. Waste Management, 51, 19–42.
  • [16] Guinée, J. B. (2002). Handbook on life cycle assessment operational guide to the ISO standards. The international journal of life cycle assessment, 7(5), 311.‏[17] Harper, C. A., & Charles, A. (2000). Modern plastics handbook (Vol. 1). New York:McGraw-Hill. [18] Husseinsyah, S., Yeng, C. M., & Wei Ken, P. (2015). Tensile properties of recycled polypropylene (rPP)/chloroprene rubber (CR) blends: Effect of CR content. In Applied Mechanics and Materials (Vol. 754, pp. 192-196). Trans Tech Publications.
  • [19] Hutchins, M. J. (2010). Framework, indicators, and techniques to support decision making related to Societal Sustainability. Michigan Technological University.‏
  • [20] International Organization for Standardization. (2006). Environmental Management: Life Cycle Assessment; Principles and Framework (No. 2006). ISO.
  • [21] Jameran, A., Ibrahim, I. S., Yazan, S. H. S., & Rahim, S. N. A. A. (2015). Mechanical properties of SCC-polypropylene fibre reinforced concrete under elevated temperature. Procedia Engineering, 125, 818–824.
  • [22] Johnston, C. D., & Carter, P. D. (1989). Fibre reinforced concrete and shotcrete for repair and restoration of highway bridges in Alberta. Transportation Research Record, (1226).
  • [23] Kamal, M. M., Safan, M. A., Etman, Z. A., & Abd-elbaki, M. A. (2013). Effect of polypropylene fibres on development of fresh and hardened properties of recycled self-compacting concrete. International Journal of Engineering and Advanced Technology, 2(5), 86–94.
  • [24] Kim, S. B., Yi, N. H., Kim, H. Y., Kim, J. H. J., & Song, Y. C. (2010). Material and structural performance evaluation of recycled PET fibre reinforced concrete. Cement and concrete composites, 32(3), 232-240.
  • [25] Libre, N. A., Shekarchi, M., Mahoutian, M., & Soroushian, P. (2011). Mechanical properties of hybrid fibre reinforced lightweight aggregate concrete made with na- tural pumice. Construction and Building Materials, 25(5), 2458–2464.
  • [26] Malhotra, V. M., Carette, G. G., & Bilodeau, A. (1994). Mechanical properties and durability of polypropylene fibre reinforced high-volume fly ash concrete for shotcrete applications. Materials Journal, 91(5), 478-486.
  • [27] Mangat, P. S., & Azari, M. M. (1984). A theory for the free shrinkage of SCC fibre reinforced cement matrices. Journal of materials science, 19(7), 2183-2194.
  • [28] Mazaheripour, H., Ghanbarpour, S., Mirmoradi, S. H., & Hosseinpour, I. (2011). The effect of polypropylene fibres on the properties of fresh and hardened lightweight self- compacting concrete. Construction and Building Materials, 25(1), 351-358.‏
  • [29] Milind V. Mohod. (2015). Performance of Polypropylene Fibre Reinforced Concrete\n. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), 12(1), 28–36. https://doi.org/10.9790/1684-12112836
  • [30] Naseer, S., Shah, A., Riaz, M., & Hassan, M. (2016) Effect of Polypropylene Fibres on Fresh and Hardened Properties of Self-Compacting Concrete.
  • [31] Nazzal, Y., Abuamarah, B. A., Kishawy, H. A., Rosen, M. A., Arabia, S., & Science, A. (2013). Considering Environmental Sustainability as a Tool for Manufacturing Decision Making and Future Development, 5(4), 193–200.
  • [32] Phan, L. T., & Carino, N. J. (2002). Effects of test conditions and mixture proportions on behavior of high-strength concrete exposed to high temperatures. ACI Materials Journal, 99(1), 54-66.‏
  • [33] PE INTERNATIONAL. (2010). Handbook for Life Cycle Assessment ( LCA ) Using the GaBi Education, 1–66.
  • [34] Sharda, S., Singh, M., & Singh, S. (2016). A review on Properties of Fibre Reinforced Cement-based materials. IOSR Journal of Mechanical and Civil Engineering, 13(05), 104–112. https://doi.org/10.9790/1684-130501104112.
  • [35] Singh, A. P., & Singhal, D. (2001). Permeability of SCC fibre reinforced concrete. Journal of the Institution of Engineers (India), Part CV, Civil Engineering Department, 82(3), 145-149.
  • [36] Strong, A. B. (2006). PLASTICS-Materials-and-Processing-3rd-Edition.Upper Saddle River, New Jersey, Brigham Young University: PEARSON Prentice HALL.
  • [37] Zhang, P., & Li, Q. F. (2013). Effect of polypropylene fibre on durability of concrete composite containing fly ash and silica fume. Composites Part B: Engineeing, 45(1) , 1587–159
  • [38] Roziere, E., Loukili, A., & Cussigh, F. (2009). A performance based approach for durability of concrete exposed to carbonation. Construction and Building Materials, 23(1), 190-199.‏

REDUCING ENVIRONMENTAL EFFECTS AND ENHANCING DESIGN CAPABILITY OF ARCHITECTURAL STRUCTURES

Year 2019, Volume: 4 Issue: 1, 1 - 18, 01.01.2019

Abstract

This article addresses the energy saving potential and
environmental benefits of recycled polypropylene (PP) usage as a construction
material. PP polymer is a versatile material that
can be used as films or fibres which makes it one
of the most four selling and consumed plastics. PP
usage accounts for 75% of the worldwide usage of plastics in the world, this
plastic material accumulates day by day in landfill damaging the ecosystem and
environment enormously for the last decades. The objective of this study is to
reduce waste, find a greater resource productivity, and help decrease the
environmental impacts of construction materials manufacturing, and consump-tion (convert Waste to Wealth).
In this study, two samples having the same volume (1m³) of self-compacting
concrete (SCC); (one consists of PP fibre while the other one doesn’t) have
been compared in accordance with their Life Cycle Assessment (LCA) by using GaBi
software. The emission to air and emission to fresh water for SCC reinforced
concrete and PP reinforced concrete are calculated to be 4.53x105, 5.66x106;
and 2.51x105, 2.78x105 respectively for 100 years of life
cycle. The results showed that, for a 100 years of life cycle, the emissions to
air and fresh water should be decreased by 44.59% and 91.99% respectively. The
biggest benefit was mitigating the area occupied by plastic waste in landfill
in bulky quantities, and also preventing lead disposal
happening due to disposal of the PP based materials.

References

  • [1] Alavi Nia, A., Hedayatian, M., Nili, M., & Sabet, V. A. (2012). An experimental and numerical study on how SCC and polypropylene fibres affect the impact resistance in fibre-reinforced concrete. International Journal of Impact Engineering, 46, 62–73. https://doi.org/10.1016/j.ijimpeng.2012.01.009
  • [2] Alhozaimy, A. M., Soroushian, P., & Mirza, F. (1996). Mechanical properties of polypropylene fibre reinforced concrete and the effects of pozzolanic materials. Cement and Concrete Composites, 18(2), 85-92.
  • [3] Al-Kadi, Q. N., Alhasana, M. B., & Al Qadi, A. N. (2016). Spalling Assessment of Self- Compacting Concrete with and Without Polypropylene Fibres at Elevated Temperatures. International Journal of Engineering Research and Applications, 6(6), 82-93.‏
  • [4] Atiş, C. D., Çelik, C., Çelik, Ö., & Karahan, O. (2009). Influence of activator on the strength and drying shrinkage of alkali-activated slag mortar. Construction and building materials, 23(1), 548-555.
  • [5] Atmaca, A., & Atmaca, N. (2018). “Energy efficiency and engineering applications” in conjunction with the “International energy and engineering conference 2016”(Oct 13– 14, 2016).
  • [6] Atmaca, A. (2016). Life cycle assessment and cost analysis of residential buildings in south east of Turkey: part 1—review and methodology. The International Journal of Life Cycle Assessment, 21(6), 831-846.
  • [7] Atmaca, A., & Atmaca, N. (2016). Comparative life cycle energy and cost analysis of post-disaster temporary housings. Applied energy, 171, 429-443.
  • [8] Atmaca, A. (2018). Sustainable life span prediction of shelters constructed in refugee camps in Turkey. Energy, Ecology and Environment, 3(1), 5–12.
  • [9] Azapagic, A. (2004). Developing a framework for sustainable development indicators for the mining and minerals industry. Journal of cleaner production, 12(6), 639-662.
  • [10] Bayasi, Z., & Zeng, J. (1993). Properties of Polypropylene Fibre Reinforced Concrete. ACI Materials Journal, 90(6). https://doi.org/10.14359/4439
  • [11] Cecchin, G., Morini, G., & Piemontesi, F. (2000). Ziegler‐Natta Catalysts. Kirk‐Othmer Encyclopedia of Chemical Technology.
  • [12] Chen, B., & Liu, J. (2005). Contribution of hybrid fibres on the properties of the high- strength lightweight concrete having good workability. Cement and Concrete Research, 35(5), 913-917.
  • [13] Education, G. (2009). Handbook for Life Cycle Assessment (LCA). Using the GaBi Education Software Package, PE International, 60-66.
  • [14] Galli, P., Luciani, L., & Cecchin, G. (1981). Advances in the polymerization of polyolefins with coordination catalysts. Die Angewandte Makromolekulare Chemie: Applied Macromolecular Chemistry and Physics, 94(1), 63-89.‏
  • [15] Gu, L., & Ozbakkaloglu, T. (2016). Use of recycled plastics in concrete: A critical review. Waste Management, 51, 19–42.
  • [16] Guinée, J. B. (2002). Handbook on life cycle assessment operational guide to the ISO standards. The international journal of life cycle assessment, 7(5), 311.‏[17] Harper, C. A., & Charles, A. (2000). Modern plastics handbook (Vol. 1). New York:McGraw-Hill. [18] Husseinsyah, S., Yeng, C. M., & Wei Ken, P. (2015). Tensile properties of recycled polypropylene (rPP)/chloroprene rubber (CR) blends: Effect of CR content. In Applied Mechanics and Materials (Vol. 754, pp. 192-196). Trans Tech Publications.
  • [19] Hutchins, M. J. (2010). Framework, indicators, and techniques to support decision making related to Societal Sustainability. Michigan Technological University.‏
  • [20] International Organization for Standardization. (2006). Environmental Management: Life Cycle Assessment; Principles and Framework (No. 2006). ISO.
  • [21] Jameran, A., Ibrahim, I. S., Yazan, S. H. S., & Rahim, S. N. A. A. (2015). Mechanical properties of SCC-polypropylene fibre reinforced concrete under elevated temperature. Procedia Engineering, 125, 818–824.
  • [22] Johnston, C. D., & Carter, P. D. (1989). Fibre reinforced concrete and shotcrete for repair and restoration of highway bridges in Alberta. Transportation Research Record, (1226).
  • [23] Kamal, M. M., Safan, M. A., Etman, Z. A., & Abd-elbaki, M. A. (2013). Effect of polypropylene fibres on development of fresh and hardened properties of recycled self-compacting concrete. International Journal of Engineering and Advanced Technology, 2(5), 86–94.
  • [24] Kim, S. B., Yi, N. H., Kim, H. Y., Kim, J. H. J., & Song, Y. C. (2010). Material and structural performance evaluation of recycled PET fibre reinforced concrete. Cement and concrete composites, 32(3), 232-240.
  • [25] Libre, N. A., Shekarchi, M., Mahoutian, M., & Soroushian, P. (2011). Mechanical properties of hybrid fibre reinforced lightweight aggregate concrete made with na- tural pumice. Construction and Building Materials, 25(5), 2458–2464.
  • [26] Malhotra, V. M., Carette, G. G., & Bilodeau, A. (1994). Mechanical properties and durability of polypropylene fibre reinforced high-volume fly ash concrete for shotcrete applications. Materials Journal, 91(5), 478-486.
  • [27] Mangat, P. S., & Azari, M. M. (1984). A theory for the free shrinkage of SCC fibre reinforced cement matrices. Journal of materials science, 19(7), 2183-2194.
  • [28] Mazaheripour, H., Ghanbarpour, S., Mirmoradi, S. H., & Hosseinpour, I. (2011). The effect of polypropylene fibres on the properties of fresh and hardened lightweight self- compacting concrete. Construction and Building Materials, 25(1), 351-358.‏
  • [29] Milind V. Mohod. (2015). Performance of Polypropylene Fibre Reinforced Concrete\n. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), 12(1), 28–36. https://doi.org/10.9790/1684-12112836
  • [30] Naseer, S., Shah, A., Riaz, M., & Hassan, M. (2016) Effect of Polypropylene Fibres on Fresh and Hardened Properties of Self-Compacting Concrete.
  • [31] Nazzal, Y., Abuamarah, B. A., Kishawy, H. A., Rosen, M. A., Arabia, S., & Science, A. (2013). Considering Environmental Sustainability as a Tool for Manufacturing Decision Making and Future Development, 5(4), 193–200.
  • [32] Phan, L. T., & Carino, N. J. (2002). Effects of test conditions and mixture proportions on behavior of high-strength concrete exposed to high temperatures. ACI Materials Journal, 99(1), 54-66.‏
  • [33] PE INTERNATIONAL. (2010). Handbook for Life Cycle Assessment ( LCA ) Using the GaBi Education, 1–66.
  • [34] Sharda, S., Singh, M., & Singh, S. (2016). A review on Properties of Fibre Reinforced Cement-based materials. IOSR Journal of Mechanical and Civil Engineering, 13(05), 104–112. https://doi.org/10.9790/1684-130501104112.
  • [35] Singh, A. P., & Singhal, D. (2001). Permeability of SCC fibre reinforced concrete. Journal of the Institution of Engineers (India), Part CV, Civil Engineering Department, 82(3), 145-149.
  • [36] Strong, A. B. (2006). PLASTICS-Materials-and-Processing-3rd-Edition.Upper Saddle River, New Jersey, Brigham Young University: PEARSON Prentice HALL.
  • [37] Zhang, P., & Li, Q. F. (2013). Effect of polypropylene fibre on durability of concrete composite containing fly ash and silica fume. Composites Part B: Engineeing, 45(1) , 1587–159
  • [38] Roziere, E., Loukili, A., & Cussigh, F. (2009). A performance based approach for durability of concrete exposed to carbonation. Construction and Building Materials, 23(1), 190-199.‏
There are 36 citations in total.

Details

Primary Language English
Journal Section Research Article
Authors

Adem Atmaca 0000-0002-9624-299X

Amani Jneid 0000-0003-2270-9646

Publication Date January 1, 2019
Acceptance Date September 18, 2019
Published in Issue Year 2019 Volume: 4 Issue: 1

Cite

APA Atmaca, A., & Jneid, A. (2019). REDUCING ENVIRONMENTAL EFFECTS AND ENHANCING DESIGN CAPABILITY OF ARCHITECTURAL STRUCTURES. The International Journal of Energy and Engineering Sciences, 4(1), 1-18.

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