Araştırma Makalesi

Effects of Additives on Concrete-Rebar Adherence

Cilt: 7 Sayı: 1 30 Haziran 2023
PDF İndir
EN TR

Effects of Additives on Concrete-Rebar Adherence

Öz

In composite reinforced concrete elements formed by concrete and rebar, only if these two materials work together, reinforced concrete elements can fully function. The significant factor that will ensure working together is the bond strength, which is called adherence. The higher the value of this force, the harder the rebar is to pull out from the concrete. In this experimental study, the effect of concrete additives and aggregate type on the bond strength and the amount of elongation of the reinforcement without stripping from the concrete was investigated. For this purpose, 28-day compressive strength and adherence force and reinforcement elongation amounts of the concrete mixtures produced by using mineral, chemical and fiber additives for two different aggregate series, crushed stone and gravel, and two different cement dosages, were observed. In addition, by using 3 different rebar in terms of diameter and surface properties, the effect of these properties on concrete-rebar adherence was revealed. As a result of the study, the use of crushed stone aggregate, hyperplasticizer additive, mineral additive and ribbed rebar with 18mm diameter increased the bond strength compared to the reference samples.

Anahtar Kelimeler

Destekleyen Kurum

Süleyman Demirel Üniversitesi, TÜBİTAK, TÜBİTAK

Proje Numarası

1621-YL-08, 106M155, 104M568

Kaynakça

  1. [1] Camacho, R. E. R., Afif, R. U. (2002). Importance of using the natural pozzolans on concrete durability. Cement and Concrete Research, 32, 1851-1858.
  2. [2] Pereira, P., Evengelista, L., Brito, J. D. (2012). The effect of superplasticisers on the workability and compressive strength of concrete made with fine recycled concrete aggregates. Construction and Building Materials, 28, 722-729. doi:10.1016/j.conbuildmat.2011.10.050
  3. [3] Abdalla, L. B., Ghafor, K., Mohammed, A. (2019). Testing and modeling the young age compressive strength for high workability concrete modified with PCE polymers. Results in Materials, 1. https://doi.org/10.1016/j.rinma.2019.100004
  4. [4] Reddy, P. V. R. K., Prasad, D. R. (2022). A study on workability, strength and microstructure characteristics of graphene oxide and fly ash based concrete. Materialstoday: proceedings, 62(6), 2919-2925. https://doi.org/10.1016/j.matpr.2022.02.495
  5. [5] Özel, C., ‘’Katkılı Betonların Reolojik Özelliklerinin Taze Beton Deney Yöntemlerine Göre Belirlenmesi,’’ Doktora Tezi, 249 s., Isparta, 2007.
  6. [6] Altun, F., Özcan, D. M., Vekli, M., Karahan, O. (2004). Çelik Lif Katkılı C 20 Betonun Mekanik Özelliklerinin Deneysel Araştırılması. Afyon Kocatepe Üniversitesi Fen ve Mühendislik Bilimleri Dergisi, 4(1), 31-40.
  7. [7] Türker, P., Erdoğan, B., Katnaş, F., Yeğinobalı, A. Türkiye’deki Uçucu Küllerin Sınıflandırılması ve Özellikleri. Türkiye Çimento Müstahsilleri Birliği, Ankara.
  8. [8] Chen, M., Shen, S. L., Arulrajah, A., Wu, H. N., Hou, D. W., Xu, Y. S., (2015). Laboratory evaluation on the effectiveness of polypropylene fibers on the strength of fiber-reinforced and cement-stabilized Shanghai soft clay. Geotextiles and Geomembranes, 43, 515-523. http://dx.doi.org/10.1016/j.geotexmem.2015.05.004

Ayrıntılar

Birincil Dil

İngilizce

Konular

İnşaat Mühendisliği

Bölüm

Araştırma Makalesi

Yayımlanma Tarihi

30 Haziran 2023

Gönderilme Tarihi

5 Mayıs 2023

Kabul Tarihi

19 Mayıs 2023

Yayımlandığı Sayı

Yıl 2023 Cilt: 7 Sayı: 1

Kaynak Göster

APA
Yücel, K. T., & Erten, K. M. (2023). Effects of Additives on Concrete-Rebar Adherence. International Scientific and Vocational Studies Journal, 7(1), 47-54. https://doi.org/10.47897/bilmes.1293025
AMA
1.Yücel KT, Erten KM. Effects of Additives on Concrete-Rebar Adherence. ISVOS. 2023;7(1):47-54. doi:10.47897/bilmes.1293025
Chicago
Yücel, Kemal Tuşat, ve Kemal Muhammet Erten. 2023. “Effects of Additives on Concrete-Rebar Adherence”. International Scientific and Vocational Studies Journal 7 (1): 47-54. https://doi.org/10.47897/bilmes.1293025.
EndNote
Yücel KT, Erten KM (01 Haziran 2023) Effects of Additives on Concrete-Rebar Adherence. International Scientific and Vocational Studies Journal 7 1 47–54.
IEEE
[1]K. T. Yücel ve K. M. Erten, “Effects of Additives on Concrete-Rebar Adherence”, ISVOS, c. 7, sy 1, ss. 47–54, Haz. 2023, doi: 10.47897/bilmes.1293025.
ISNAD
Yücel, Kemal Tuşat - Erten, Kemal Muhammet. “Effects of Additives on Concrete-Rebar Adherence”. International Scientific and Vocational Studies Journal 7/1 (01 Haziran 2023): 47-54. https://doi.org/10.47897/bilmes.1293025.
JAMA
1.Yücel KT, Erten KM. Effects of Additives on Concrete-Rebar Adherence. ISVOS. 2023;7:47–54.
MLA
Yücel, Kemal Tuşat, ve Kemal Muhammet Erten. “Effects of Additives on Concrete-Rebar Adherence”. International Scientific and Vocational Studies Journal, c. 7, sy 1, Haziran 2023, ss. 47-54, doi:10.47897/bilmes.1293025.
Vancouver
1.Kemal Tuşat Yücel, Kemal Muhammet Erten. Effects of Additives on Concrete-Rebar Adherence. ISVOS. 01 Haziran 2023;7(1):47-54. doi:10.47897/bilmes.1293025

Cited By

ULUSLARARASI BİLİMSEL VE MESLEKİ ÇALIŞMALAR DERGİSİ, Creative Commons Atıf-GayrıTicari 4.0 Uluslararası (CC BY-NC 4.0) lisansı ile yayınlamasına izin verir. Creative Commons Atıf-GayrıTicari 4.0 Uluslararası (CC BY-NC 4.0) lisansı, eserin ticari kullanım dışında her boyut ve formatta paylaşılmasına, kopyalanmasına, çoğaltılmasına ve orijinal esere uygun şekilde atıfta bulunmak kaydıyla yeniden düzenleme, dönüştürme ve eserin üzerine inşa etme dâhil adapte edilmesine izin verir.