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KENDİLİĞİNDEN YERLEŞEN VE NORMAL BETONLU BETONARME KİRİŞLERİN BURULMA DAVRANIŞININ DENEYSEL İNCELENMESİ

Year 2016, Volume: 1 Issue: 1, 23 - 32, 09.08.2016

Abstract

Bu çalışma kapsamında betonarme kiriş elemanlarda
beton sınıfı, beton tipi ve etriye oranının burulma davranışı üzerindeki etkisi
incelendi. Kiriş numunelerinin on iki âdeti geleneksel betonla sekiz âdeti ise
kendiliğinden yerleşen betonla üretildi. Beton sınıfı 20 MPa ile 40 MPa; beton
tipi geleneksel beton ile kendiliğinden yerleşen beton ve etriye aralığı olarak
da 80 mm ile 100 mm bu çalışmanın ana parametreleri seçildi. Kiriş
numunelerinin boyutları 250x300x1500 mm, boyuna donatı için 16 mm etriye için 8
mm donatı tasarlandı ve bu parametreler bütün numunelerde sabit tutuldu. Kiriş
numuneleri hazırlandıktan 28 gün sonra burulma momenti deneyine tabi tutuldu.
Burulma momentine tabi tutulan kirişlerin burulma momenti kapasiteleri ve dönme
açıları incelendi. Normal ve kendiliğinden yerleşen beton numunelerinin burulma
momenti kapasiteleri karşılaştırıldı. Aynı parametrelere sahip kendiliğinden
yerleşen beton numunelerinin daha yüksek burulma momenti kapasitelerine
ulaştığı deneysel olarak gözlemlendi. Benzer şekilde kendiliğinden yerleşen
beton numunelerinin dönme açılarının normal beton numunelerinin dönme
açılarından daha düşük olduğu belirlendi. Deneysel olarak ölçülen burulma
momenti değerleri Amerikan Standardı, Avrupa Standardı, Avustralya Standardı,
İngiliz Standardı ve Türk Standardına göre hesaplanan teorik burulma momenti
değerleri ile karşılaştırıldı. Deneysel sonuçlara en yakın değerler Avustralya
Standardında elde edildi. 

References

  • Kamiński M, Pawlak W, 2011. Load capacity and stiffness of angular cross section reinforced concrete beams under torsion. Archives of Civil and Mechanical Engineering, 11(4): 885-903.
  • [2] Doğangün A, 2010. Betonarme Yapıların Hesap ve Tasarımı. 6.Baskı İstanbul Birsen Yayınevi
  • [3] Committee, A., A.C. Institute, and I.O.f. Standardization. Building code requirements for structural concrete (ACI 318-08) and commentary. 2008. American Concrete Institute.
  • [4] EN, B., 1-2: 2004 Eurocode 2: Design of concrete structures-Part 1-2: General rules-Structural fire design. European Standards, London, 2004.
  • [5] AS, A.S., Concrete structures. AS3600-2001. Sydney (Australia): Standards Australia, 2001.
  • [6] Rowe, R.E., Handbook to British Standard BS 8110: 1985: Structural Use of Concrete1987: Palladian Publications.
  • [7] TS500, TS500 Requirements for design and construction of reinforced concrete structures, 2000, Turkish Standards Institute Ankara,, Turkey.
  • [8] Cattaneo S, Mola F, 2011. Assessing the quality control of self-consolidating concrete properties. Journal of Construction Engineering and Management, 138(2): 197-205.
  • [9] Okamura H, Ouchi M, 1998. Self‐compacting high performance concrete. Progress in structural Engineering and Materials, 1(4):378-383.
  • [10] Aydin A.C.,2007. Self compactability of high volume hybrid fiber reinforced concrete. Construction and Building Materials, 21(6): 1149-1154.
  • [11] Pineaud A., et al.,2016. Mechanical properties of high performance self-compacting concretes at room and high temperature. Construction and Building Materials,112: 747-755.
  • [12] Verma N, Misra A.K, 2015. Bond characteristics of reinforced TMT bars in Self Compacting Concrete and Normal Cement Concrete. Alexandria Engineering Journal,54(4):1155-1159.
  • [13] Nehdi M, Pardhan M, Koshowaki S, 2004. Durability of self-consolidating concrete incorporating high-volume replacement composite cements. Cement and concrete research, 34(11): 2103-2112.
  • [14] Okrajnov-Bajić, R, Vasović D, 2009. Self-compacting concrete and its application in contemporary architectural practice. Spatium,(20):28-34.
  • [15] Sadek D.M, El-Attar M.M,Ali H.A,2016. Reusing of marble and granite powders in self-compacting concrete for sustainable development. Journal of Cleaner Production, (121): 19-32.
  • [16] Deeb R,2013. Flow of self-compacting concrete, Cardiff University.
  • [17] Sabet F.A, Libre N.A, Shekarchi M,2013. Mechanical and durability properties of self consolidating high performance concrete incorporating natural zeolite, silica fume and fly ash. Construction and Building Materials,44:175-184.
  • [18] EFNARC, S., Guidelines for self-compacting concrete. EFNARC Publication, London, UK, 2002: p. 1-32.
  • [19] Csikós Á. and Hegedûs I, 1998Torsion of reinforced concrete beams, Hungary, Technical University of Budapest, Department of Reinforced Concrete Structures H-1521 Budapest, Hungary.
  • [20] Alhussainy F., et al.,2016. Direct tensile testing of Self-Compacting Concrete. Construction and Building Materials, 112:903-906.
  • [21] Gesoglu M., et al., 2015. Failure characteristics of self-compacting concretes made with recycled aggregates. Construction and Building Materials, 98:334-344.
  • [22] Kurt M., et al.,2016. The effect of pumice powder on the self-compactability of pumice aggregate lightweight concrete. Construction and Building Materials,103: 36-46.
  • [23] Behera G.C., Rao T.G, Rao C,2016. Torsional behaviour of reinforced concrete beams with ferrocement U-jacketing—Experimental study. Case Studies in Construction Materials,4:15-31.
  • [24] Bernardo L, Lopes S, 2013. Plastic analysis and twist capacity of high-strength concrete hollow beams under pure torsion. Engineering Structures, 49: 190-201.
  • [25] Deifalla A, Ghobarah A, 2014. Behavior and analysis of inverted T-shaped RC beams under shear and torsion. Engineering Structures, 68: 57-70.
  • [26] Lopes S, Bernardo L, 2014. Cracking and failure mode in HSC hollow beams under torsion. Construction and Building Materials, 51:163-178.
Year 2016, Volume: 1 Issue: 1, 23 - 32, 09.08.2016

Abstract

References

  • Kamiński M, Pawlak W, 2011. Load capacity and stiffness of angular cross section reinforced concrete beams under torsion. Archives of Civil and Mechanical Engineering, 11(4): 885-903.
  • [2] Doğangün A, 2010. Betonarme Yapıların Hesap ve Tasarımı. 6.Baskı İstanbul Birsen Yayınevi
  • [3] Committee, A., A.C. Institute, and I.O.f. Standardization. Building code requirements for structural concrete (ACI 318-08) and commentary. 2008. American Concrete Institute.
  • [4] EN, B., 1-2: 2004 Eurocode 2: Design of concrete structures-Part 1-2: General rules-Structural fire design. European Standards, London, 2004.
  • [5] AS, A.S., Concrete structures. AS3600-2001. Sydney (Australia): Standards Australia, 2001.
  • [6] Rowe, R.E., Handbook to British Standard BS 8110: 1985: Structural Use of Concrete1987: Palladian Publications.
  • [7] TS500, TS500 Requirements for design and construction of reinforced concrete structures, 2000, Turkish Standards Institute Ankara,, Turkey.
  • [8] Cattaneo S, Mola F, 2011. Assessing the quality control of self-consolidating concrete properties. Journal of Construction Engineering and Management, 138(2): 197-205.
  • [9] Okamura H, Ouchi M, 1998. Self‐compacting high performance concrete. Progress in structural Engineering and Materials, 1(4):378-383.
  • [10] Aydin A.C.,2007. Self compactability of high volume hybrid fiber reinforced concrete. Construction and Building Materials, 21(6): 1149-1154.
  • [11] Pineaud A., et al.,2016. Mechanical properties of high performance self-compacting concretes at room and high temperature. Construction and Building Materials,112: 747-755.
  • [12] Verma N, Misra A.K, 2015. Bond characteristics of reinforced TMT bars in Self Compacting Concrete and Normal Cement Concrete. Alexandria Engineering Journal,54(4):1155-1159.
  • [13] Nehdi M, Pardhan M, Koshowaki S, 2004. Durability of self-consolidating concrete incorporating high-volume replacement composite cements. Cement and concrete research, 34(11): 2103-2112.
  • [14] Okrajnov-Bajić, R, Vasović D, 2009. Self-compacting concrete and its application in contemporary architectural practice. Spatium,(20):28-34.
  • [15] Sadek D.M, El-Attar M.M,Ali H.A,2016. Reusing of marble and granite powders in self-compacting concrete for sustainable development. Journal of Cleaner Production, (121): 19-32.
  • [16] Deeb R,2013. Flow of self-compacting concrete, Cardiff University.
  • [17] Sabet F.A, Libre N.A, Shekarchi M,2013. Mechanical and durability properties of self consolidating high performance concrete incorporating natural zeolite, silica fume and fly ash. Construction and Building Materials,44:175-184.
  • [18] EFNARC, S., Guidelines for self-compacting concrete. EFNARC Publication, London, UK, 2002: p. 1-32.
  • [19] Csikós Á. and Hegedûs I, 1998Torsion of reinforced concrete beams, Hungary, Technical University of Budapest, Department of Reinforced Concrete Structures H-1521 Budapest, Hungary.
  • [20] Alhussainy F., et al.,2016. Direct tensile testing of Self-Compacting Concrete. Construction and Building Materials, 112:903-906.
  • [21] Gesoglu M., et al., 2015. Failure characteristics of self-compacting concretes made with recycled aggregates. Construction and Building Materials, 98:334-344.
  • [22] Kurt M., et al.,2016. The effect of pumice powder on the self-compactability of pumice aggregate lightweight concrete. Construction and Building Materials,103: 36-46.
  • [23] Behera G.C., Rao T.G, Rao C,2016. Torsional behaviour of reinforced concrete beams with ferrocement U-jacketing—Experimental study. Case Studies in Construction Materials,4:15-31.
  • [24] Bernardo L, Lopes S, 2013. Plastic analysis and twist capacity of high-strength concrete hollow beams under pure torsion. Engineering Structures, 49: 190-201.
  • [25] Deifalla A, Ghobarah A, 2014. Behavior and analysis of inverted T-shaped RC beams under shear and torsion. Engineering Structures, 68: 57-70.
  • [26] Lopes S, Bernardo L, 2014. Cracking and failure mode in HSC hollow beams under torsion. Construction and Building Materials, 51:163-178.
There are 26 citations in total.

Details

Journal Section Research Articles
Authors

Abdulkadir Cuneyt Aydın 0000-0002-6696-4297

Barış Bayrak

Publication Date August 9, 2016
Submission Date June 7, 2016
Published in Issue Year 2016 Volume: 1 Issue: 1

Cite

APA Aydın, A. C., & Bayrak, B. (2016). KENDİLİĞİNDEN YERLEŞEN VE NORMAL BETONLU BETONARME KİRİŞLERİN BURULMA DAVRANIŞININ DENEYSEL İNCELENMESİ. Sinop Üniversitesi Fen Bilimleri Dergisi, 1(1), 23-32.