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Prekast UHPC panellerindeki kaldırma soketlerinin çekme-çıkarma ve kesme davranışının deneysel olarak incelenmesi

Yıl 2021, Cilt: 3 Sayı: 2, 82 - 93, 31.08.2021
https://doi.org/10.46740/alku.945991

Öz

İnsanoğlunun artan istek ve ihtiyaçları, inşaat sektöründe yapı teknikleri ve malzemelerinin performansının artırılması ihtiyacını ortaya koymaktadır. Son zamanlarda, bina cephelerinde ultra yüksek performanslı beton (UHPC) kullanımı üstün mekanik ve fiziksel özellikleri nedeniyle artmaktadır. UHPC ürünleri nispeten ağır olduklarından dolayı kaldırma aparatlarının güvenlik açısından incelenmesi önem arz etmektedir. Bu çalışmada gerçek geometri ve boyutlarda üretilen UHPC prekast panellerine gömülü olan kaldırma soketlerinin çekme-çıkarma ve kesme kuvvetlerine karşı davranışları incelenmiştir. UHPC paneller A ve B olmak üzere iki farklı karışımdan elde edilmiştir. Ticari isimleri RD ve TF olan iki farklı tip kaldırma soketi kullanılmıştır. Çekme-çıkarma ve kesme test sonuçları kaldırma soketlerinin her iki karışımda da güvenlik açısından yeterli olduğunu kanıtlamıştır. Elde edilen sonuçlar, literatüre bu alanda katkı sağlayabilir ve prekast cephe panellerinin güvenilir bir şekilde kaldırma ve taşıma prosedüründe fikir oluşturabilir.

Kaynakça

  • [1] A. TOPBAS, F.Ö. TULEN, M. MARASLI, B. KOHEN, A Prefabricated GFRC-UHPC Shell Pedestrian Bridge, IASS Annual Symposium 2019 – Structural Membranes. (2019).
  • [2] A. TOPBAS, T. Ateser, F.O. TULEN, M. MARASLI, B. KOHEN, Physical Modeling and Design Development of Precast UHPC Shell Bridge, Proceedings of the IASS Annual Symposium 2020/21 and the 7th International Conference on Spatial Structures. (2020).
  • [3] J. Xue, B. Briseghella, F. Huang, C. Nuti, H. Tabatabai, B. Chen, Review of ultra-high performance concrete and its application in bridge engineering, Construction and Building Materials. 260 (2020) 119844. https://doi.org/10.1016/j.conbuildmat.2020.119844.
  • [4] P. Richard, M. Cheyrezy, S.D. Bouygues, S. Quentin, (Refereed) (Received January 5: in final form April 12.1995), 25 (1995) 1501–1511.
  • [5] J. Li, Z. Wu, C. Shi, Q. Yuan, Z. Zhang, Durability of ultra-high performance concrete – A review, Construction and Building Materials. 255 (2020) 119296. https://doi.org/10.1016/j.conbuildmat.2020.119296.
  • [6] M. Ghous, R. Kahraman, N. Al, B. Gencturk, Durability characteristics of high and ultra-high performance concretes, Journal of Building Engineering. 33 (2021) 101669. https://doi.org/10.1016/j.jobe.2020.101669.
  • [7] N. Roux, C. Andrade, M.. Sanjuan, Experimental study of durability of reactive powder concretes, (1996) 1–6.
  • [8] M. MOHABBI, S. VAROLGÜNEŞ, Manyetize Edilmiş Suyun, RPB Betonların Özellik ve Davranışları Üzerindeki Etkisi, Bilecik Şeyh Edebali Üniversitesi Fen Bilimleri Dergisi. 6 (2019) 21–29. https://doi.org/10.35193/bseufbd.559662.
  • [9] M. Seis, S. Subasi, B. Isbilir Kula, M. Marasli, Karbon nanotüplerin ultra yüksek performanslı betonların Mekanik ve fiziksel özelliklerine etkileri, Cumhuriyet Zirvesi ,4. Uluslararası Uygulamalı Bilimler Kongresi. (2021) 148–157.
  • [10] H.H. Abrishami, D. Mitchell, Simulation of Uniform Bond Stress, Materials Journal. 89 (1992) 161–168.
  • [11] ASTM C900, Standard test method for pullout strength of hardened concrete., American Society for Testing and Materials West Conshohocken, USA. (2013).
  • [12] ACI 4403 R, Guide test methods for FRPs for reinforcing or strengthening concrete structures., Michigan, USA: American Concrete Institute. (2004).
  • [13] CAN/CSA S806, Design and construction of building components with fibre reinforced polymers., Toronto, Canada: Canadian Standards Association. (2002).
  • [14] ASTM C234-91a, Standard Test Method for Comparing Concretes on the Basis of the Bond Developed with Reinforcing Steel, American Society for Testing and Materials West Conshohocken, PA, 1991. (2000).
  • [15] C 1611/C 1611M, Standard Test Method for Slump Flow of Self-Consolidating Concrete, American Society for Testing and Materials. (205AD).
  • [16] ASTM C1856/C1856M-17, Standard Practice for Fabricating and Testing Specimens of Ultra-High Performance Concrete, American Society for Testing and Materials. (2017).
  • [17] D. Shen, X. Shi, H. Zhang, X. Duan, G. Jiang, Experimental study of early-age bond behavior between high strength concrete and steel bars using a pull-out test, Construction and Building Materials. 113 (2016) 653–663. https://doi.org/10.1016/j.conbuildmat.2016.03.094.

Experimental investigation of pull-out and shear behavior of lifting sockets in precast UHPC panels

Yıl 2021, Cilt: 3 Sayı: 2, 82 - 93, 31.08.2021
https://doi.org/10.46740/alku.945991

Öz

The increasing demands and needs of human beings reveal the need to increase the performance of construction techniques and materials in the construction sector. Recently, the use of ultra high performance concrete (UHPC) on building facades has been increasing due to their superior mechanical and physical properties. Since UHPC products are relatively heavy, it is important to examine the lifting apparatuses for safety. In this study, pull-out and shear behavior of lifting sockets embedded in UHP precast panels produced in real geometry and dimensions were investigated. UHPCs consist of two different mixtures as A and B. Two different types of lifting sockets with the trade names RD and TF were used. Pull-out and shear test results proved that lifting sockets are sufficient as safety in both mixtures. The results obtained can contribute to the literature in this area and provide insight into the reliable lifting and handling procedure of precast facade panels.

Kaynakça

  • [1] A. TOPBAS, F.Ö. TULEN, M. MARASLI, B. KOHEN, A Prefabricated GFRC-UHPC Shell Pedestrian Bridge, IASS Annual Symposium 2019 – Structural Membranes. (2019).
  • [2] A. TOPBAS, T. Ateser, F.O. TULEN, M. MARASLI, B. KOHEN, Physical Modeling and Design Development of Precast UHPC Shell Bridge, Proceedings of the IASS Annual Symposium 2020/21 and the 7th International Conference on Spatial Structures. (2020).
  • [3] J. Xue, B. Briseghella, F. Huang, C. Nuti, H. Tabatabai, B. Chen, Review of ultra-high performance concrete and its application in bridge engineering, Construction and Building Materials. 260 (2020) 119844. https://doi.org/10.1016/j.conbuildmat.2020.119844.
  • [4] P. Richard, M. Cheyrezy, S.D. Bouygues, S. Quentin, (Refereed) (Received January 5: in final form April 12.1995), 25 (1995) 1501–1511.
  • [5] J. Li, Z. Wu, C. Shi, Q. Yuan, Z. Zhang, Durability of ultra-high performance concrete – A review, Construction and Building Materials. 255 (2020) 119296. https://doi.org/10.1016/j.conbuildmat.2020.119296.
  • [6] M. Ghous, R. Kahraman, N. Al, B. Gencturk, Durability characteristics of high and ultra-high performance concretes, Journal of Building Engineering. 33 (2021) 101669. https://doi.org/10.1016/j.jobe.2020.101669.
  • [7] N. Roux, C. Andrade, M.. Sanjuan, Experimental study of durability of reactive powder concretes, (1996) 1–6.
  • [8] M. MOHABBI, S. VAROLGÜNEŞ, Manyetize Edilmiş Suyun, RPB Betonların Özellik ve Davranışları Üzerindeki Etkisi, Bilecik Şeyh Edebali Üniversitesi Fen Bilimleri Dergisi. 6 (2019) 21–29. https://doi.org/10.35193/bseufbd.559662.
  • [9] M. Seis, S. Subasi, B. Isbilir Kula, M. Marasli, Karbon nanotüplerin ultra yüksek performanslı betonların Mekanik ve fiziksel özelliklerine etkileri, Cumhuriyet Zirvesi ,4. Uluslararası Uygulamalı Bilimler Kongresi. (2021) 148–157.
  • [10] H.H. Abrishami, D. Mitchell, Simulation of Uniform Bond Stress, Materials Journal. 89 (1992) 161–168.
  • [11] ASTM C900, Standard test method for pullout strength of hardened concrete., American Society for Testing and Materials West Conshohocken, USA. (2013).
  • [12] ACI 4403 R, Guide test methods for FRPs for reinforcing or strengthening concrete structures., Michigan, USA: American Concrete Institute. (2004).
  • [13] CAN/CSA S806, Design and construction of building components with fibre reinforced polymers., Toronto, Canada: Canadian Standards Association. (2002).
  • [14] ASTM C234-91a, Standard Test Method for Comparing Concretes on the Basis of the Bond Developed with Reinforcing Steel, American Society for Testing and Materials West Conshohocken, PA, 1991. (2000).
  • [15] C 1611/C 1611M, Standard Test Method for Slump Flow of Self-Consolidating Concrete, American Society for Testing and Materials. (205AD).
  • [16] ASTM C1856/C1856M-17, Standard Practice for Fabricating and Testing Specimens of Ultra-High Performance Concrete, American Society for Testing and Materials. (2017).
  • [17] D. Shen, X. Shi, H. Zhang, X. Duan, G. Jiang, Experimental study of early-age bond behavior between high strength concrete and steel bars using a pull-out test, Construction and Building Materials. 113 (2016) 653–663. https://doi.org/10.1016/j.conbuildmat.2016.03.094.
Toplam 17 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Muhammed Maraşlı 0000-0003-2684-1003

Serkan Subaşı 0000-0001-7826-1348

Heydar Dehghanpour 0000-0001-7801-2288

Volkan Ozdal Bu kişi benim 0000-0003-0033-0563

Beni Kohen Bu kişi benim 0000-0002-8497-6857

Yayımlanma Tarihi 31 Ağustos 2021
Gönderilme Tarihi 9 Haziran 2021
Kabul Tarihi 2 Ağustos 2021
Yayımlandığı Sayı Yıl 2021 Cilt: 3 Sayı: 2

Kaynak Göster

APA Maraşlı, M., Subaşı, S., Dehghanpour, H., Ozdal, V., vd. (2021). Experimental investigation of pull-out and shear behavior of lifting sockets in precast UHPC panels. ALKÜ Fen Bilimleri Dergisi, 3(2), 82-93. https://doi.org/10.46740/alku.945991
AMA Maraşlı M, Subaşı S, Dehghanpour H, Ozdal V, Kohen B. Experimental investigation of pull-out and shear behavior of lifting sockets in precast UHPC panels. ALKÜ Fen Bilimleri Dergisi. Ağustos 2021;3(2):82-93. doi:10.46740/alku.945991
Chicago Maraşlı, Muhammed, Serkan Subaşı, Heydar Dehghanpour, Volkan Ozdal, ve Beni Kohen. “Experimental Investigation of Pull-Out and Shear Behavior of Lifting Sockets in Precast UHPC Panels”. ALKÜ Fen Bilimleri Dergisi 3, sy. 2 (Ağustos 2021): 82-93. https://doi.org/10.46740/alku.945991.
EndNote Maraşlı M, Subaşı S, Dehghanpour H, Ozdal V, Kohen B (01 Ağustos 2021) Experimental investigation of pull-out and shear behavior of lifting sockets in precast UHPC panels. ALKÜ Fen Bilimleri Dergisi 3 2 82–93.
IEEE M. Maraşlı, S. Subaşı, H. Dehghanpour, V. Ozdal, ve B. Kohen, “Experimental investigation of pull-out and shear behavior of lifting sockets in precast UHPC panels”, ALKÜ Fen Bilimleri Dergisi, c. 3, sy. 2, ss. 82–93, 2021, doi: 10.46740/alku.945991.
ISNAD Maraşlı, Muhammed vd. “Experimental Investigation of Pull-Out and Shear Behavior of Lifting Sockets in Precast UHPC Panels”. ALKÜ Fen Bilimleri Dergisi 3/2 (Ağustos 2021), 82-93. https://doi.org/10.46740/alku.945991.
JAMA Maraşlı M, Subaşı S, Dehghanpour H, Ozdal V, Kohen B. Experimental investigation of pull-out and shear behavior of lifting sockets in precast UHPC panels. ALKÜ Fen Bilimleri Dergisi. 2021;3:82–93.
MLA Maraşlı, Muhammed vd. “Experimental Investigation of Pull-Out and Shear Behavior of Lifting Sockets in Precast UHPC Panels”. ALKÜ Fen Bilimleri Dergisi, c. 3, sy. 2, 2021, ss. 82-93, doi:10.46740/alku.945991.
Vancouver Maraşlı M, Subaşı S, Dehghanpour H, Ozdal V, Kohen B. Experimental investigation of pull-out and shear behavior of lifting sockets in precast UHPC panels. ALKÜ Fen Bilimleri Dergisi. 2021;3(2):82-93.