KaydedilenlerDerginizi ekleyin

Dergiler / Bitlis Eren University Journal of Science and Technology / 2015 / Cilt: 5 - Sayı: 2

SUSTAINABLE STRUCTURAL LIGHTWEIGHT CONCRETE DESIGN AND THE INVESTIGATION OF THE MECHANICAL PROPERTIES

Nusret BOZKURT
Salih YAZICIOĞLU
Sayfa
1–1
Yayın Tarihi
2015-12-28
DOI
—
🏛️Bu makalenin bibliyografik verileri ve tam metin bağlantısı DergiPark üzerinden sağlanmıştır.
DergiPark Kaydı ↗
✨

Yapay Zeka Hızlı Bakış & Çıkarımlar

AI Insight
⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

In this study, analysis of variance (ANOVA) and F-test were performed to see the effects of the experimental parameters on results.

📌 3 Maddede Bu Makale

🎯
Amaç & Hipotez:This paper reports an experimental investigation and statistical analysis carried out to evaluate sustainable structural lightweight concrete (SSLWC) design and the mechanical properties of SSLWC.
📊
Temel Bulgular & Veri:CEM I 42,5 N cement was partially replaced with silica fume (SF) 10% and fly ash (FA) 30% by weight, respectively.
💡
Sonuç & Katkı:In this study, analysis of variance (ANOVA) and F-test were performed to see the effects of the experimental parameters on results.
🔬Tür:Araştırma Makalesi
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Alan Parametreleri

Abstract

This paper reports an experimental investigation and statistical analysis carried out to evaluate sustainable structural lightweight concrete (SSLWC) design and the mechanical properties of SSLWC. CEM I 42,5 N cement was partially replaced with silica fume (SF) 10% and fly ash (FA) 30% by weight, respectively. The tests of compressive, split tensile strength and ultrasonic pulse velocity were performed on the specimens prepared with admixtures at ages of 3, 28 and 90 days. From the results it was seen that specimens prepared with SF showed better strength properties than others. While control concrete specimens showed similar strength properties to concrete specimens with SF admixture at early age, those of concrete specimens with FA admixture did not increase at the same age. Furthermore, FA concrete series gave very close results to control concrete at advanced age. In this study, analysis of variance (ANOVA) and F-test were performed to see the effects of the experimental parameters on results.

🔖

Bu Makaleye Atıf Yap

BOZKURT, N., YAZICIOĞLU, S. (2015). SUSTAINABLE STRUCTURAL LIGHTWEIGHT CONCRETE DESIGN AND THE INVESTIGATION OF THE MECHANICAL PROPERTIES. Bitlis Eren University Journal of Science and Technology, Cilt: 5 - Sayı: 2, 1–1. https://ajindex.com/articles/743828

📄 Tam Metin PDF Okuyucu

📄

PDF görüntüleyici hazırlanıyor...

Kaynakça (14)

  1. REFERENCES. Becchio, C., Corgnati, S.P., Kindinis, A., Pagliolico, S., “Improving Environmental Sustainability of Concrete Products: Investigationon MWC Thermal and Mechanical Properties”, Energy and Buildings, No 41, 1127-1134, 2009.
  2. Haque, M.N., Al-Khaiat, H., Kayali, O., “Strength and Durability of Lightweight Concrete”, Cement and Concrete Composites, No 26, 307-314, 2004.
  3. Kok, S.C., Min-Hong, Z., “Water Permeability and Chloride Penetrability of High-Strength Lightweight Aggregate Concrete”, Cement And Concrete Research, No 32, 639-645, 2002.
  4. Sari, D., Pasamehmetoglu, A.G., “The Effects of Gradation and Admixture on the Pumice Lightweight Aggregate Concrete”, Cement And Concrete Research, No 35(5), 936-942, 2005.
  5. Mindess, S., Young, J. F., Concrete, Englewood Cliffs, NJ: Prentice Hall, 1981.
  6. Giaccio, G., Rocco, C., Violini, D., Zappitelli J., Zerbino, R., “High-Strength Concrete Incorporating Different Coarse Aggregates”, ACI Matter, No 89(3), 242-246, 1992.
  7. Baalbaki, W., Benmokrance, B., Chaallal, O., Aitcin, P.C., “Influence of Coarse Aggregates on Elastic Properties of High Performance Concrete”, ACI Matter, No 88(5), 499-503, 1991.
  8. Nilsen, A.U., Monteiro, J.M., Gjorv, O.E., “Estimation of the Elastic Modulus of Lightweight Aggregate”, Cement And Concrete Research, No 25(2), 276-280, 1995.
  9. Yang, C.C., Huang, R, “A Two-Phase Model for Predicting the Compresive Strength of Concrete”, Cement And Concrete Research, No 26(10), 1567-1577, 1996.
  10. Lydon, F.D., Concrete Mix Design, Applied Science Publishers, 2nd ed., London, 1982.
  11. Topcu, İ.B., “Semi-Lightweight Concretes Produced by Volcanic Slags”, Cement And Concrete Research, No 27, 15-21, 1997.
  12. Al-Khaiat, H., Haque, M.N., “Effect of Initial Curing on Early Strength and Physical Properties of Lightweight Concrete”, Cement And Concrete Research, No 28, 859-866, 1998.
  13. Yasar, E., Atis, C. D., Kilic, A., Gulsen, H., “Strength Properties of Lightweight Concrete Made with Basaltic Pumice and Fly Ash”, Materials Letters, No 57, 2267-2270, 2003.
  14. Erdoğan, T.Y., Beton, ODTÜ Geliştirme Vakfı Yayıncılık ve İletişim A.Ş. Yayını, Ankara, 2003. ASTM C 597, “Standart Test Method For Pulse Velocity Through Concrete”, Annual Book of ASTM Standards, 1994. TS EN 12390-3, “Beton-sertleşmiş beton deneyleri-Bölüm 3: Deney Numunelerinde Basınç Dayanımının Tayini”, TSE, Ankara, 2003. TS EN 12390-6, “Beton-sertleşmiş beton deneyleri-Bölüm 6: Deney Numunelerinin Yarmada Çekme Dayanımının Tayini”,