INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE
Yıl: 2020 Cilt: 8 Sayı: 2 Sayfa Aralığı: 429 - 438 Metin Dili: İngilizce DOI: 10.21923/jesd.672314 İndeks Tarihi: 16-03-2021
INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE
Öz: In the construction industry, which is constantly evolving and open to newtechnologies, concrete has been used to build constructions and has greatimportance, but unless enough vibration application during casting process, occurgaps between the concrete components, therefore the physical and mechanicalproperties of concrete cannot be forecasted accurately. Self-compacting concretedoes not require vibration or compaction, it saves workmanship and time, and hashigh performance. Because of less workmanship and shorter production time, theself-compacting concretes offer the possibility of making the construction moreeconomical. In this study, the flexural behavior of the reinforced concrete beamsproduced with self-compacting and normal concrete were investigated in terms ofdamage mechanics. Flexural behavior, shear capacity, energy absorption capacityand fracture type of both concrete types was investigated and results werecompared. Variables of the samples are the ratio of the stirrup, and the concretetype. Totally 8 pieces of 1/2 scale beams used in this study. The specimens testedwith 4-point bending test. When all the results were examined, it was observed thatthe beams produced with self-compacting concrete consumed more energy.
Anahtar Kelime: KENDİLİĞİNDEN YERLEŞEN VE NORMAL BETON İLE ÜRETİLMİŞ BETONARME KİRİŞLERİN EĞİLME DAVRANIŞININ İNCELENMESİ
Öz: Sürekli gelişen ve yeni teknolojilere açık olan inşaat endüstrisinde beton, inşaatlar için kullanılmıştır ve büyük önem taşımaktadır, fakat döküm işlemi sırasında yeterli titreşim uygulaması yapılmazsa, beton bileşenler arasında boşluklar oluşur, bu nedenle betonun fiziksel ve mekanik özellikleri doğru bir şekilde tahmin edilemez. Kendiliğinden yerleşen beton, titreşim veya sıkıştırma işlemi gerektirmez, işçilik ve zaman tasarrufu sağlar ve yüksek performansa sahiptir. Daha az işçilik ve daha kısa döküm süresi nedeniyle, kendiliğinden yerleşen betonlar inşaatı daha ekonomik hale getirme imkanı sunar. Bu çalışmada, kendiliğinden yerleşen ve normal beton ile üretilmiş betonarme kirişlerin eğilme davranışları hasar mekaniği açısından incelenmiştir. Her iki beton türünde eğilme davranışı, kayma kapasitesi, enerji yutma kapasitesi ve kırılma tipi araştırılmış ve sonuçlar karşılaştırılmıştır. Numunelerin değişkenleri etriye aralığı ve beton tipidir. Bu çalışmada toplam 8 adet 1/2 ölçekli kiriş kullanılmıştır. Numuneler 4 noktalı eğilme düzeneği ile test edilmiştir. Tüm sonuçlar incelendiğinde, kendiliğinden yerleşen betonla üretilen kirişlerin daha fazla enerji tükettiği gözlenmiştir.
Anahtar Kelime: Belge Türü: Makale Makale Türü: Araştırma Makalesi Erişim Türü: Erişime Açık
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| APA | Cengiz S, Kamanli M, Unal A (2020). INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE. , 429 - 438. 10.21923/jesd.672314 |
| Chicago | Cengiz Salih,Kamanli Mehmet,Unal Alptug INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE. (2020): 429 - 438. 10.21923/jesd.672314 |
| MLA | Cengiz Salih,Kamanli Mehmet,Unal Alptug INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE. , 2020, ss.429 - 438. 10.21923/jesd.672314 |
| AMA | Cengiz S,Kamanli M,Unal A INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE. . 2020; 429 - 438. 10.21923/jesd.672314 |
| Vancouver | Cengiz S,Kamanli M,Unal A INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE. . 2020; 429 - 438. 10.21923/jesd.672314 |
| IEEE | Cengiz S,Kamanli M,Unal A "INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE." , ss.429 - 438, 2020. 10.21923/jesd.672314 |
| ISNAD | Cengiz, Salih vd. "INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE". (2020), 429-438. https://doi.org/10.21923/jesd.672314 |
| APA | Cengiz S, Kamanli M, Unal A (2020). INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE. Mühendislik Bilimleri ve Tasarım Dergisi, 8(2), 429 - 438. 10.21923/jesd.672314 |
| Chicago | Cengiz Salih,Kamanli Mehmet,Unal Alptug INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE. Mühendislik Bilimleri ve Tasarım Dergisi 8, no.2 (2020): 429 - 438. 10.21923/jesd.672314 |
| MLA | Cengiz Salih,Kamanli Mehmet,Unal Alptug INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE. Mühendislik Bilimleri ve Tasarım Dergisi, vol.8, no.2, 2020, ss.429 - 438. 10.21923/jesd.672314 |
| AMA | Cengiz S,Kamanli M,Unal A INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE. Mühendislik Bilimleri ve Tasarım Dergisi. 2020; 8(2): 429 - 438. 10.21923/jesd.672314 |
| Vancouver | Cengiz S,Kamanli M,Unal A INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE. Mühendislik Bilimleri ve Tasarım Dergisi. 2020; 8(2): 429 - 438. 10.21923/jesd.672314 |
| IEEE | Cengiz S,Kamanli M,Unal A "INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE." Mühendislik Bilimleri ve Tasarım Dergisi, 8, ss.429 - 438, 2020. 10.21923/jesd.672314 |
| ISNAD | Cengiz, Salih vd. "INVESTIGATION OF FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS PRODUCED WITH SELF COMPACTING AND NORMAL CONCRETE". Mühendislik Bilimleri ve Tasarım Dergisi 8/2 (2020), 429-438. https://doi.org/10.21923/jesd.672314 |
