Research Article
Year 2006,
Volume: 5 Issue: 1, 11 - 14, 30.12.2006
Abstract
Bu
çalışmada, betonarme demiri ve beton arasındaki aderans dayanımına kür
koşullarının etkisi araştırılmış-tır. Numunelerin hazırlanmasında maksimum tane
çapı (dmax) 16mm agrega kullanılmıştır. 20±2 ºC de su, naylon ve hava kürü uygulanan numunelere
3, 7, 14 ve 28 gün sonunda aderans ve basınç dayanımı deneyleri yapılmıştır.
Çalışmada elde edilen sonuçlara göre en yüksek aderans ve basınç dayanımı değerleri, suda
kür edilen numunelerde elde edilmiştir. Suda kür edilen numuneleri sırasıyla, naylon
kürü ve hava kürü numuneleri takip etmiştir.
References
- 1. Arda, T. S. 1968. Betonarmede Aderans Konu-sunda Bir Derleme 5 s. İst. Teknik Üniv. Yayın-ları, İstanbul.
- 2. Yaz, A. and Ambalavanan R. 1999. Flexural Behavior of Reinforced Concrete Beams Repaired with Styrene-Butadiene Rubber Latex, Silica Fume and Methylcellulose Repair For-mulations, Mag. Concr. Res. 51 (2), 113–120.
- 3. Oluokun, A.F. and Haghayeghi, A. R. 1998. Flexural Behavior of Reinforced Concrete Beams Retrofitted or Repaired with Slurry Infiltrated Mat Concrete, ACI Struct. J. 95 (6), 654– 664.
- 4. Souza, R.H.F. and Appleton, J. 1997. Flexural Behavior of Strengthened Reinforced Concrete Beams, Mater. Struct. 30, 154–159.
- 5. Gorst, N.J.S. and Clark L.A. 2003. Effects of Thaumasite on Bond Strength of Reinforcement in Concrete, Cem. and Conc. Comp. 25, 1089–1094.
- 6. Nakaba, K., Kanakubo, T., Furuta T. and Yoshizawa H. 2001. Bond Behavior between Fiber-Reinforced Polymer Laminates and Concrete, ACI structural Journal 98 (3), 359-367.
- 7. Basche, D. H., Freitag, N., Jauck, K. and Schenck, G. 2000. Bond Behaviour of Carbon Fibres in Concrete. LACER 5. http://aspdin. wifa.unileipzig.de/institut/lacer/lacer05/l05_22.pdf
- 8. Dehn, F., Holschemacher, K., Lange, M. and Saidowsky, L. Bond Behaviour of Lightweight Aggregate Concrete under Cyclic Loading, http://aspdin.wifa.unileipzig.de/institut/lacer/lacer05/l05_13.pdf.
- 9. Chang, J.J. 2003. Bond Degradation Due to the Desalination Process, Construction and Buil-ding Materials 17, 281–287.
- 10. Kayali, O. and Yeomans, R. S. 2000. Bond of Ribbed Galvanized Reinforcing Steel in Concrete. Cem. and Conc. Comp. 22, 459-467.
- 11. TS EN 12390–3 2003. Beton-sertleşmiş beton deneyleri, TSE Ankara.
- 12. ASTM C 234-91a 2000. Standard test method for comparing concretes on the basis of the bond developed with reinforcing steel, ASTM.
- 13. Moetaz, M. and Hawary, E. 1999. Evaluation of Bond Strength of Epoxy-Coated Bars in Conc-rete Exposed to Marine Environment, Cons-truction and Building Materials 13, 357-362.
Year 2006,
Volume: 5 Issue: 1, 11 - 14, 30.12.2006
Abstract
References
- 1. Arda, T. S. 1968. Betonarmede Aderans Konu-sunda Bir Derleme 5 s. İst. Teknik Üniv. Yayın-ları, İstanbul.
- 2. Yaz, A. and Ambalavanan R. 1999. Flexural Behavior of Reinforced Concrete Beams Repaired with Styrene-Butadiene Rubber Latex, Silica Fume and Methylcellulose Repair For-mulations, Mag. Concr. Res. 51 (2), 113–120.
- 3. Oluokun, A.F. and Haghayeghi, A. R. 1998. Flexural Behavior of Reinforced Concrete Beams Retrofitted or Repaired with Slurry Infiltrated Mat Concrete, ACI Struct. J. 95 (6), 654– 664.
- 4. Souza, R.H.F. and Appleton, J. 1997. Flexural Behavior of Strengthened Reinforced Concrete Beams, Mater. Struct. 30, 154–159.
- 5. Gorst, N.J.S. and Clark L.A. 2003. Effects of Thaumasite on Bond Strength of Reinforcement in Concrete, Cem. and Conc. Comp. 25, 1089–1094.
- 6. Nakaba, K., Kanakubo, T., Furuta T. and Yoshizawa H. 2001. Bond Behavior between Fiber-Reinforced Polymer Laminates and Concrete, ACI structural Journal 98 (3), 359-367.
- 7. Basche, D. H., Freitag, N., Jauck, K. and Schenck, G. 2000. Bond Behaviour of Carbon Fibres in Concrete. LACER 5. http://aspdin. wifa.unileipzig.de/institut/lacer/lacer05/l05_22.pdf
- 8. Dehn, F., Holschemacher, K., Lange, M. and Saidowsky, L. Bond Behaviour of Lightweight Aggregate Concrete under Cyclic Loading, http://aspdin.wifa.unileipzig.de/institut/lacer/lacer05/l05_13.pdf.
- 9. Chang, J.J. 2003. Bond Degradation Due to the Desalination Process, Construction and Buil-ding Materials 17, 281–287.
- 10. Kayali, O. and Yeomans, R. S. 2000. Bond of Ribbed Galvanized Reinforcing Steel in Concrete. Cem. and Conc. Comp. 22, 459-467.
- 11. TS EN 12390–3 2003. Beton-sertleşmiş beton deneyleri, TSE Ankara.
- 12. ASTM C 234-91a 2000. Standard test method for comparing concretes on the basis of the bond developed with reinforcing steel, ASTM.
- 13. Moetaz, M. and Hawary, E. 1999. Evaluation of Bond Strength of Epoxy-Coated Bars in Conc-rete Exposed to Marine Environment, Cons-truction and Building Materials 13, 357-362.
There are 13 citations in total.
Details
| Primary Language | Turkish |
|---|---|
| Journal Section | Articles |
| Authors | |
| Publication Date | December 30, 2006 |
| Published in Issue | Year 2006 Volume: 5 Issue: 1 |