INVESTIGATION OF MECHANICAL PROPERTIES OF HIGH-PERFORMANCE LIGHTWEIGHT CONCRETE WITH PUMICE AGGREGATE
Yıl 2018,
Cilt: 13 Sayı: 4, 344 - 353, 13.10.2018
Esra Tuğrul Tunç
,
Kürşat Esat Alyamaç
,
Ragıp İnce
,
Zülfü Çınar Ulucan
Öz
Traditional concretes, which have a lot of usage in practice, have huge unit weights. Lightweight concretes have less weight than traditional concretes. By using lightweight concrete in the reinforced concrete structures, the total amount of concrete to be used in the buildings can be reduced, the buildings can be lightened, and the total weight of the building can be reduced. High-performance concrete is needed to build permanent and long-lasting structures. The aim of this study is to assess comprehensively the previous studies on highstrength lightweight concrete and to present a different perspective for this subject. In the present study, the mechanical properties of high-performance lightweight concretes with different mixing ratios were examined. Compressive strengths of traditional concretes and lightweight concretes were compared. In addition, the compressive strengths of the concrete specimens produced in the building materials laboratory were tried to be estimated by the statistical analysis. A good fitting was obtained between the experimental and the predicted results.
Kaynakça
- [1] ACI 213R-87., (1999). Guide for Structural Lightweight Aggregate Concrete, American Concrete Institute (ACI), Michigan, USA.
- [2] Orcay, E.A., (2010). Mechanical Properties and Thermal Conductivity Coefficients of Lightweight Concretes, Master Thesis, Istanbul Technical University, Istanbul (in Turkish).
- [3] Arslan, M.E., (2007). Investigation of Bond Strength of Structural Lightweight Aggregate Concrete and Ordinary Concrete Comparatively in Bending, Master Thesis, Karadeniz Technical University, Trabzon (in Turkish).
- [4] Chandra, S. and Berntsson, L., (2003). Lightweight Aggregate Concrete, Noyes Publications, USA, 1-430 (2003).
- [5] Bingöl A.F. and Gül, R., (2004). Compressive Strength of Lightweight Aggregate Concrete Exposed to High Temperatures, Indian J. of Eng. and Materials Sciences, 1168-1172.
- [6] Dilli, M.E., (2015). Investigation of Mechanical Properties of Conventional and Structural Semi-Lightweight Concretes Reinforced with PVA Fibers, Master Thesis, Istanbul Technical University, Istanbul (in Turkish).
- [7] Bilgiç, M., (2009). Investigation of Properties of Prefabricated High Performance Lightweight Concrete, Master Thesis, SDÜ, Isparta (in Turkish).
- [8] Kok, S.C. and Min-Hong, Z., (2002). Water Permeability and Chloride Penetrability of High-Strength Lightweight Aggregate Concrete, Cement and Concrete Research, No:32, pp. 639-645.
- [9] Sari, D., Paşamehmetoğlu, A.G., (2005). The Effects of Gradation and Admixture on the Pumice Lightweight Aggregate Concrete, Cement and Concrete Research, No. 35(5), 936-942.
- [10] Taşdemir, M.A., (2005). Design and Production of Concrete According to Strength and Durability, IMO İstanbul Branch, Concrete Course Notes, 15 s (in Turkish).
- [11] Topçu, İ.B., (1997). “Semi-Lightweight Concretes Produced by Volcanic Slags”, Cement and Concrete Research, No. 27, 15-21.
- [12] Yaşar, E., Atis, C.D., Kilic, A., and Gulsen, H., (2003). Strength Properties of Lightweight Concrete Made with Basaltic Pumice and Fly Ash, Materials Letters, No. 57, 2267-2270.
- [13] Nevile, A.M., (2002). Properties of Concrete, Fourth and Final Edition Standards, Pearson, Prentice Hall,18–119, 670–674.
- [14] Postacıoğlu, B., (1987). Beton Cilt:2 (Aggregates and Concrete), Printing House Printing House, Istanbul, 233-234, 344–345, 397–401 (in Turkish).
- [15] Sümer, M. and Söyler, B., (2002). Efficiency of Cement and Superplasticizer Concrete Additives in High Strength Concrete Production, Journal of the Graduate School of Natural and Applied Sciences, Sakarya Üniversity, 6(3), 3-15 (in Turkish).
- [16] Yolcu, C., and Girgin, Z.C. Expanded Lightweight Aggregates in The Worldwide Structural Concrete Applications and the Usability of Natural Pumice Aggregates. Journal of AURUM-Engineering Systems and Architecture, 1(2), 59-67 (in Turkish).
- [17] Gündüz, L., (1998). Sectoral Activities in Pumice Mining. Pumice Technology 1, 33-46 (in Turkish).
- [18] Yaltay, N., Ekinci, C.E., Çakır, T., and Oto, B., (2015). Photon Attenuation Properties of Concrete Produced with Pumice Aggregate and Colemanite Addition in Different Rates and the Effect of Curing Age to These Properties. Progress in Nuclear Energy, 78, 25-35.
- [19] Yeğinobali, A., (1998). High Strength Natural Lightweight Aggregate Concrete with Silica Fume. ACI International.
- [20] Kılıç, A., Atiş, C.D., Yaşar, E., and Özcan, F., (2003). High-Strength Lightweight Concrete Made with Scoria Aggregate Containing Mineral Admixtures. Cement and Concrete Research, 33(10), 1595-1599.
- [21] Yasar, E., Atis, C.D. and Kilic, A., (2004). High Strength Lightweight Concrete Made with Ternary Mixtures of Cement-Fly Ash-Silica Fume and Scoria as Aggregate. Turkish Journal of Engineering and Environmental Sciences, 28(2), 95-100.
- [22] Gündüz, L. and Uğur, I., (2005). The Effects of Different Fine and Coarse Pumice Aggregate/Cement Ratios on the Structural Concrete Properties Without Using Any Admixtures. Cement and Concrete Research, 35(9), 1859-1864.
- [23] Beycioglu, A., Basyisit, C., and Kılıncarslan, S., (2010). The Effect of Silica Fume on Pumice Aggregate Lightweight Concrete. Journal of Natural & Applied Sciences, 14(2).
- [24] Dikici, T., Yalçınkaya, Ç. and Türkel, S. The Effect of Curing Conditions on Mechanical Properties of Mineral Additive Carrier Lightweight Concrete (in Turkish).
- [25] Coskun, A., (2013). Effect of Aggregate Type on the Mechanical Properties and Bond Strength of Self Compacting Concrete, Ph.D. Thesis, Firat University, Elazığ (in Turkish).
- [26] Turkish Standards Institute, (2002). Concrete-Part 1: Property, Performance, Manufacturing and Conformity. TS EN 206-1.
- [27] ASTM International, (2014). Standard Specification for Lightweight Aggregates for Structural Concrete, ASTM C330/C330M–13.
INVESTIGATION OF MECHANICAL PROPERTIES OF HIGH-PERFORMANCE LIGHTWEIGHT CONCRETE WITH PUMICE AGGREGATE
Yıl 2018,
Cilt: 13 Sayı: 4, 344 - 353, 13.10.2018
Esra Tuğrul Tunç
,
Kürşat Esat Alyamaç
,
Ragıp İnce
,
Zülfü Çınar Ulucan
Öz
Traditional concretes, which have a lot of
usage in practice, have huge unit weights. Lightweight concretes have less
weight than traditional concretes. By using lightweight concrete in the
reinforced concrete structures, the total amount of concrete to be used in the
buildings can be reduced, the buildings can be lightened, and the total weight
of the building can be reduced. High-performance concrete is needed to build
permanent and long-lasting structures. The aim of this study is to assess
comprehensively the previous studies on high-strength lightweight concrete and
to present a different perspective for this subject. In the present study, the
mechanical properties of high-performance lightweight concretes with different
mixing ratios were examined. Compressive strengths of traditional concretes and
lightweight concretes were compared. In addition, the compressive strengths of
the concrete specimens produced in the building materials laboratory were tried
to be estimated by the statistical analysis. A good fitting was obtained
between the experimental and the predicted results.
Kaynakça
- [1] ACI 213R-87., (1999). Guide for Structural Lightweight Aggregate Concrete, American Concrete Institute (ACI), Michigan, USA.
- [2] Orcay, E.A., (2010). Mechanical Properties and Thermal Conductivity Coefficients of Lightweight Concretes, Master Thesis, Istanbul Technical University, Istanbul (in Turkish).
- [3] Arslan, M.E., (2007). Investigation of Bond Strength of Structural Lightweight Aggregate Concrete and Ordinary Concrete Comparatively in Bending, Master Thesis, Karadeniz Technical University, Trabzon (in Turkish).
- [4] Chandra, S. and Berntsson, L., (2003). Lightweight Aggregate Concrete, Noyes Publications, USA, 1-430 (2003).
- [5] Bingöl A.F. and Gül, R., (2004). Compressive Strength of Lightweight Aggregate Concrete Exposed to High Temperatures, Indian J. of Eng. and Materials Sciences, 1168-1172.
- [6] Dilli, M.E., (2015). Investigation of Mechanical Properties of Conventional and Structural Semi-Lightweight Concretes Reinforced with PVA Fibers, Master Thesis, Istanbul Technical University, Istanbul (in Turkish).
- [7] Bilgiç, M., (2009). Investigation of Properties of Prefabricated High Performance Lightweight Concrete, Master Thesis, SDÜ, Isparta (in Turkish).
- [8] Kok, S.C. and Min-Hong, Z., (2002). Water Permeability and Chloride Penetrability of High-Strength Lightweight Aggregate Concrete, Cement and Concrete Research, No:32, pp. 639-645.
- [9] Sari, D., Paşamehmetoğlu, A.G., (2005). The Effects of Gradation and Admixture on the Pumice Lightweight Aggregate Concrete, Cement and Concrete Research, No. 35(5), 936-942.
- [10] Taşdemir, M.A., (2005). Design and Production of Concrete According to Strength and Durability, IMO İstanbul Branch, Concrete Course Notes, 15 s (in Turkish).
- [11] Topçu, İ.B., (1997). “Semi-Lightweight Concretes Produced by Volcanic Slags”, Cement and Concrete Research, No. 27, 15-21.
- [12] Yaşar, E., Atis, C.D., Kilic, A., and Gulsen, H., (2003). Strength Properties of Lightweight Concrete Made with Basaltic Pumice and Fly Ash, Materials Letters, No. 57, 2267-2270.
- [13] Nevile, A.M., (2002). Properties of Concrete, Fourth and Final Edition Standards, Pearson, Prentice Hall,18–119, 670–674.
- [14] Postacıoğlu, B., (1987). Beton Cilt:2 (Aggregates and Concrete), Printing House Printing House, Istanbul, 233-234, 344–345, 397–401 (in Turkish).
- [15] Sümer, M. and Söyler, B., (2002). Efficiency of Cement and Superplasticizer Concrete Additives in High Strength Concrete Production, Journal of the Graduate School of Natural and Applied Sciences, Sakarya Üniversity, 6(3), 3-15 (in Turkish).
- [16] Yolcu, C., and Girgin, Z.C. Expanded Lightweight Aggregates in The Worldwide Structural Concrete Applications and the Usability of Natural Pumice Aggregates. Journal of AURUM-Engineering Systems and Architecture, 1(2), 59-67 (in Turkish).
- [17] Gündüz, L., (1998). Sectoral Activities in Pumice Mining. Pumice Technology 1, 33-46 (in Turkish).
- [18] Yaltay, N., Ekinci, C.E., Çakır, T., and Oto, B., (2015). Photon Attenuation Properties of Concrete Produced with Pumice Aggregate and Colemanite Addition in Different Rates and the Effect of Curing Age to These Properties. Progress in Nuclear Energy, 78, 25-35.
- [19] Yeğinobali, A., (1998). High Strength Natural Lightweight Aggregate Concrete with Silica Fume. ACI International.
- [20] Kılıç, A., Atiş, C.D., Yaşar, E., and Özcan, F., (2003). High-Strength Lightweight Concrete Made with Scoria Aggregate Containing Mineral Admixtures. Cement and Concrete Research, 33(10), 1595-1599.
- [21] Yasar, E., Atis, C.D. and Kilic, A., (2004). High Strength Lightweight Concrete Made with Ternary Mixtures of Cement-Fly Ash-Silica Fume and Scoria as Aggregate. Turkish Journal of Engineering and Environmental Sciences, 28(2), 95-100.
- [22] Gündüz, L. and Uğur, I., (2005). The Effects of Different Fine and Coarse Pumice Aggregate/Cement Ratios on the Structural Concrete Properties Without Using Any Admixtures. Cement and Concrete Research, 35(9), 1859-1864.
- [23] Beycioglu, A., Basyisit, C., and Kılıncarslan, S., (2010). The Effect of Silica Fume on Pumice Aggregate Lightweight Concrete. Journal of Natural & Applied Sciences, 14(2).
- [24] Dikici, T., Yalçınkaya, Ç. and Türkel, S. The Effect of Curing Conditions on Mechanical Properties of Mineral Additive Carrier Lightweight Concrete (in Turkish).
- [25] Coskun, A., (2013). Effect of Aggregate Type on the Mechanical Properties and Bond Strength of Self Compacting Concrete, Ph.D. Thesis, Firat University, Elazığ (in Turkish).
- [26] Turkish Standards Institute, (2002). Concrete-Part 1: Property, Performance, Manufacturing and Conformity. TS EN 206-1.
- [27] ASTM International, (2014). Standard Specification for Lightweight Aggregates for Structural Concrete, ASTM C330/C330M–13.