Öz
Kaynakça
- Referans1 Baradan, B., Yapı Malzemesi II, s. 1-35, Dokuz Eylül Üniversitesi Mühendislik Fakültesi Yayınları, Yayın no 207, İzmir, 2000.
- Referans2 Topçu, İ.B., Beton Teknolojisi, s. 49-55, Osmangazi Üniversitesi, Eskişehir, Haziran, 2006.
- Referans3 Güner, M. S., Süme, V. Yapı Malzemesi ve Beton, s. 33-55, Aktif Yayınevi 3. Baskı, İstanbul, Ağustos, 2001.
- Referans4 Asha, P., 2015. Study of strength characteristics of concrete with E-waste. International Journal of Earth Sciences and Engineering, 8 (1), 445-449.
- Referans5 Lakshmia, R. and Nagan, S., 2011. Investigations on durability characteristics of E- plastic waste incorporated concrete. Asian Journal of Civil Engineering, 12 (6), 773-787.
- Referans6 Dhanraj, A.A. and Selvamony, C., 2015. An experimental study on partial replacement of fine aggregate with E-waste material (Fr-4) in M30 grade of concrete. International Journal of Applied Engineering Research, 10 (9), 22835-22842.
- Referans7 Senthil Kumar, K. and Baskar, K., 2015. Development of ecofriendly concrete incorporating recycled high-impact polystyrene from hazardous electronic waste. Journal of Hazardous,Toxic and Radioactive Waste, 19 (3), 04014042.
- Referans8 Senthil Kumar, K. and Baskar, K., 2015. Recycling of E-plastic waste as a construction material in developing countries. Journal of Material Cycles and Waste Management, 17 (4), 718-724.
- Referans9 A.Muthadhi , A. Mohamed Basid , R. Madivarma , J.Satheesh Kumar , R. Raghuvarman, June-2017. Experimental investigations on concrete with e-plastic waste. International Journal of Scientific & Engineering Research, 8(6),50-54
- Referans10 Khalid Iqbal , Tauseef Ansari , Yakub Ansari , Abdullah Khan , Akram Mansoori. Partial Replacement of E- Waste with Coarse Aggregate in Concrete: An Investigation. IOSR Journal of Engineering, 21-25
- Referans11 J Junak , N Junakova1 and V Csiszar, 2019. Electronic waste as a filler in concrete. IOP Conference Series: Materials Science and Engineering. a
Investigation of Mechanical Properties of E-Waste Added Concrete After Exposure to High Temperatures
Öz
In this study, certain mechanical behaviors of concretes that were added e-waste instead of fine aggregates under high temperature were investigated. The total binder was kept constant at 340 kg / m3 and the water / binder ratio was 0.51 in all mixtures. Cocnrete samples in which e-waste were substituted for fine aggregate in the ratios of 5%, 10%, 15% and 20% by weight were produced as well as control samples that do not contain e-waste so that a comparison could be performed. Cube concrete samples produced with the dimensions of 15x15x15 cm were subjected to standard hydropathy for 28 days, and then each sample was weighed for unit weight. After the samples were exposed to different temperatures, compressive strengths, bending tensile strengths were measured and water and water volume tests were performed. The samples produced were subjected to 100 ° C and 500 ° C temperature effects including the room temperature (25 ° C). As E-Waste ratio increases, compressive strength decreases. The observed decrease in strength increases with increasing temperature. Tensile strength increases as the E-Waste ratio increases, while the compressive strength ratio of the compressive strength increases as the E-Waste ratio increases. This shows that E-Waste increases the ductility even if the material pressure decreases. Unit Weights are measured each time E-Waste ratio increases and unit weights decrease. Water absorption rates by weight and volume were measured according to the TS 12390-7. Water absorption by volume and weight increases with the e-waste ratio.
Anahtar Kelimeler
Kaynakça
- Referans1 Baradan, B., Yapı Malzemesi II, s. 1-35, Dokuz Eylül Üniversitesi Mühendislik Fakültesi Yayınları, Yayın no 207, İzmir, 2000.
- Referans2 Topçu, İ.B., Beton Teknolojisi, s. 49-55, Osmangazi Üniversitesi, Eskişehir, Haziran, 2006.
- Referans3 Güner, M. S., Süme, V. Yapı Malzemesi ve Beton, s. 33-55, Aktif Yayınevi 3. Baskı, İstanbul, Ağustos, 2001.
- Referans4 Asha, P., 2015. Study of strength characteristics of concrete with E-waste. International Journal of Earth Sciences and Engineering, 8 (1), 445-449.
- Referans5 Lakshmia, R. and Nagan, S., 2011. Investigations on durability characteristics of E- plastic waste incorporated concrete. Asian Journal of Civil Engineering, 12 (6), 773-787.
- Referans6 Dhanraj, A.A. and Selvamony, C., 2015. An experimental study on partial replacement of fine aggregate with E-waste material (Fr-4) in M30 grade of concrete. International Journal of Applied Engineering Research, 10 (9), 22835-22842.
- Referans7 Senthil Kumar, K. and Baskar, K., 2015. Development of ecofriendly concrete incorporating recycled high-impact polystyrene from hazardous electronic waste. Journal of Hazardous,Toxic and Radioactive Waste, 19 (3), 04014042.
- Referans8 Senthil Kumar, K. and Baskar, K., 2015. Recycling of E-plastic waste as a construction material in developing countries. Journal of Material Cycles and Waste Management, 17 (4), 718-724.
- Referans9 A.Muthadhi , A. Mohamed Basid , R. Madivarma , J.Satheesh Kumar , R. Raghuvarman, June-2017. Experimental investigations on concrete with e-plastic waste. International Journal of Scientific & Engineering Research, 8(6),50-54
- Referans10 Khalid Iqbal , Tauseef Ansari , Yakub Ansari , Abdullah Khan , Akram Mansoori. Partial Replacement of E- Waste with Coarse Aggregate in Concrete: An Investigation. IOSR Journal of Engineering, 21-25
- Referans11 J Junak , N Junakova1 and V Csiszar, 2019. Electronic waste as a filler in concrete. IOP Conference Series: Materials Science and Engineering. a
Ayrıntılar
| Birincil Dil | İngilizce |
|---|---|
| Bölüm | Makaleler |
| Yazarlar | |
| Yayımlanma Tarihi | 24 Haziran 2020 |
| Yayımlandığı Sayı | Yıl 2020 Cilt: 6 Sayı: 1 |
