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Harçsız yığma duvarlı betonarme çerçevenin nümerik analizi

Year 2021, Volume: 10 Issue: 1, 266 - 275, 15.01.2021

Hakan Koman Halil Nohutcu

https://doi.org/10.28948/ngumuh.785286

Abstract

Bu çalışmada betonarme çerçeveye harçsız tuğlalı duvar etkisi nümerik analiz yoluyla araştırıldı. Harçsız tuğlalı duvarlar, geleneksel duvarlar kadar çerçeveyi rijitleştirmeden adeta bir sürtünmeli sönümleyici gibi görev yaparak, çerçevenin enerji tüketme kapasitesini arttırmaktadır ve bu konuda mevcut çalışmalar vardır. Bu çalışmada ayrıca duvarın çerçeveye bağlantısının rijit veya esnek olmasının çerçeve davranışına etkisi araştırılmıştır. Rijit birleşim için harç, esnek birleşim için ise poliüretan tabanlı yapıştırıcı kullanılmıştır. ABAQUS programı ile çerçevelere yapılan 20mm (%2.5 yanal öteleme oranı) itme analizlerinde esnek birleşim kullanılmasının kilitli duvarlı çerçevenin taşıdığı yükü arttırdığı, duvar ile çerçeve arasındaki bölgede gerilme yığılmalarını azaltarak duvarın daha az hasar almasını sağladığı görülmüştür. Duvarsız çerçeveye nazaran, harçsız tuğlalı çerçevenin enerji tüketim kapasitesi daha fazla olmuştur.

Keywords

ABAQUS Harçsız Yığma Polymer Pm Poliüretan Yapıştırıcı Esnek Birleşim

References

  • S. Yıldırım, G. Aşık, B, Erkus, Y. Yetimoğlu, Y. Tonguç, and I. Mualla, Retrofit of a reinforced concrete building with friction dampers, Second European Conference on earthquake engineering and seismology, İstanbul, Türkiye, 25-29 Ağustos 2014.
  • G. Amato, M. Fosetti, L. Cavaleri, An updated model of equivalent diagonal strut for infill panels. Eurocode 8 perspectives from the Italian Standpoint Workshop, 119-128, Napoli, Italya, 2009.
  • K. Lin, Y. Z. Totoev, H. Liu, T. Guo, In plane behaviour of a reinforcement concrete frame with a dry stack masonry panel. Mdpi materials, 9, 108, 2016. https://doi.org/10.3390/ma9020108
  • Y. Totoev, Design procedure for semi interlocking masonry. Journal of civil engineering and architecture, 9, 517-525, 2015. https://doi.org/10.17265/19347359/ 2015.05.003
  • A. Hossain, and Y. Totoev, Energy dissipation of framed semi interlocking masonry panel under large displacement. 10th Australian Masonry Conference, Sydney, Australia,11-14 February 2018.
  • Y. Totoev and A. Al. Harty, Semi interlocking masonry as infill wall system for earthquake resistant buildings. The Journal of Engineering Research, 13(1), 33-41, 2016. http://doi.org/10.24200/tjer.vol13iss1pp33-41
  • Y. Sanada, N. Yamauchi, E, Takahashi, Y. Nakano, and Y. Nakamura, Interlocking block infill capable of resisting out-of-plane loads. The 14th World Conference on Earthquake Engineering, Beijing, China, 12-17 October 2008.
  • S. Mısır, Ö. Özcelik, S. Girgin, S. Kahraman, Experimental work on seismic behaviour various types of masonry infilled RC frames. Structural Engineering and Mechanics, 44(6), 763-774, 2012. http://doi.org/ 10.12989/sem.2012.44.6.763
  • A. Kwiecien, Highly deformable polymers for repair and strengthening of cracked masonry structures. International Journal of Engineering Technology, 2(1),182-196,2013. http://doi.org/10.5176/2251-3701_ 2.1.53
  • A. Kwiecien, G. Felice, D. V .Oliveira, B. Zajac, A. Bellini, S. De Santis, B. Ghiassi, G. P. Lignola, P. B. Lourenço, C. Mazzotti, A. Prota, 2015, Repair of composite to masonry bond using flexible matrix. Materials and Structures, 49, 2563-2580, 2015, https://doi.org/10.1617/s11527-015-0668-5
  • A. Kwiecien, Shear bond of composites to brick applied highy deformable, in relation to resin epoxy interface materials. Materials and Structures, 47, 2005-2020, 2014. https://doi.org/10.1617/s11527-014-0363-y
  • A. Kwiecien, M. Gams, and B, Zajac, Numerical modelling of flexible polymers as the adhesive for frps, The 12th International Symposium on Fiber Reinforced Polymers as The Adhesive for FRPs. Nanjing, China,14-16 October 2015.
  • I. Al-Shaikh, and N. Falah, Numerical analysis of masonry infilled RC frames. Journal of Science and Technology, 19(2), 2014.
  • C. Demir, Seismic behaviour of historical stone masonry, PHD Thesis, Istanbul Technical University, İstanbul, Turkey, 2012.
  • F. Birdal, Analytical modelling and experimental investigation of RC structures. PHD thesis, Kayseri University, Kayseri, Turkey, 2015.
  • Y. T. Obaidat, Structural retrofitting of concrete beams using FRP. PHD thesis, Lund University, Lund, Sweden, 2011.
  • S. Ergun, Betonarme kirişlerin kesme kapasitesinin dış donatılar ile arttırılması, Doktora Tezi, Manisa Celal Bayar Üniversitesi, Manisa, Türkiye, 2014.
  • J. R. Van Noort, Computational modelling of masonry structures, Master thesis, Delft University of Technology, Delft, Netherlands, 2012.
  • S. Erkek, Kauçuk kapı stoperinin hiperelastik ve viskoelastik modellenmesi ve sonlu elemanlar yöntemi ile analizi, Y. Lisans Tezi, Uludağ Üniversitesi, Bursa, Türkiye, 2016.
  • Dassault Systems Simula Abaqus, Modelling fracture and Failure, Lecture 6
  • K. F. Abdulah, L. S. Cunningham, M. Gillie Simulating masonry behaviour using a simplified micro model approach, Engineering Structures, 151,349-365, 2017. http://doi.org/10.1016/j.engstruct.2017.08.021
  • A. Viskovic, L. Zuccarino, A. Kwiecien, B, Zajac, M. Gams, Quick seismic protection of weak masonry infilling in filled frame structures using flexible joints, Key Engineering Materials, 747, 628-637, 2017. https://doi.org/10.4028/www.scientific.net/KEM.747.628
  • M. Gams, A. Kwiecien, J. Korelc, T. Rousakis, A. Viskovic, Modelling of deformable polymer to be used for joints between infill masonry walls and R.C. frames. Procedia Engineering, 193, 455-461, 2017. https://doi.org/ 10.1016/j.proeng.2017.06.237.

Numerical analysis of reinforced concrete frame with dry stack masonry infill

Year 2021, Volume: 10 Issue: 1, 266 - 275, 15.01.2021

Hakan Koman Halil Nohutcu

https://doi.org/10.28948/ngumuh.785286

Abstract

In this study the effect of a wall with dry stack masonry to a RC frame was investigated through numerical analysis. Dry stacked walls increases the energy dissipation of frames by acting as frictional energy dissipation devices, without increasing the stiffness of frame like a traditional wall and many studies exist about this. In this study, also, the effect of the joint between wall and frame was investigated by using flexible and stiff joint. For stiff joint mortar was used, and for flexible joint, a polyurethane based adhesive was used. In the ABAQUS analysis in which the RC frames were pushed 20mm (%2.5 drift ratio), it was concluded that using flexible joint increases the load carried by frame, and decreased the damage in the wall by decreasing the stress concentrations in the region between wall and frame. When compared with the RC frame without walls, the energy dissipation of dry stacked masonry infilled frame is higher.

Keywords

ABAQUS Dry stack masonry Polymer pm Polyurethane adhesive Flexible joint

References

  • S. Yıldırım, G. Aşık, B, Erkus, Y. Yetimoğlu, Y. Tonguç, and I. Mualla, Retrofit of a reinforced concrete building with friction dampers, Second European Conference on earthquake engineering and seismology, İstanbul, Türkiye, 25-29 Ağustos 2014.
  • G. Amato, M. Fosetti, L. Cavaleri, An updated model of equivalent diagonal strut for infill panels. Eurocode 8 perspectives from the Italian Standpoint Workshop, 119-128, Napoli, Italya, 2009.
  • K. Lin, Y. Z. Totoev, H. Liu, T. Guo, In plane behaviour of a reinforcement concrete frame with a dry stack masonry panel. Mdpi materials, 9, 108, 2016. https://doi.org/10.3390/ma9020108
  • Y. Totoev, Design procedure for semi interlocking masonry. Journal of civil engineering and architecture, 9, 517-525, 2015. https://doi.org/10.17265/19347359/ 2015.05.003
  • A. Hossain, and Y. Totoev, Energy dissipation of framed semi interlocking masonry panel under large displacement. 10th Australian Masonry Conference, Sydney, Australia,11-14 February 2018.
  • Y. Totoev and A. Al. Harty, Semi interlocking masonry as infill wall system for earthquake resistant buildings. The Journal of Engineering Research, 13(1), 33-41, 2016. http://doi.org/10.24200/tjer.vol13iss1pp33-41
  • Y. Sanada, N. Yamauchi, E, Takahashi, Y. Nakano, and Y. Nakamura, Interlocking block infill capable of resisting out-of-plane loads. The 14th World Conference on Earthquake Engineering, Beijing, China, 12-17 October 2008.
  • S. Mısır, Ö. Özcelik, S. Girgin, S. Kahraman, Experimental work on seismic behaviour various types of masonry infilled RC frames. Structural Engineering and Mechanics, 44(6), 763-774, 2012. http://doi.org/ 10.12989/sem.2012.44.6.763
  • A. Kwiecien, Highly deformable polymers for repair and strengthening of cracked masonry structures. International Journal of Engineering Technology, 2(1),182-196,2013. http://doi.org/10.5176/2251-3701_ 2.1.53
  • A. Kwiecien, G. Felice, D. V .Oliveira, B. Zajac, A. Bellini, S. De Santis, B. Ghiassi, G. P. Lignola, P. B. Lourenço, C. Mazzotti, A. Prota, 2015, Repair of composite to masonry bond using flexible matrix. Materials and Structures, 49, 2563-2580, 2015, https://doi.org/10.1617/s11527-015-0668-5
  • A. Kwiecien, Shear bond of composites to brick applied highy deformable, in relation to resin epoxy interface materials. Materials and Structures, 47, 2005-2020, 2014. https://doi.org/10.1617/s11527-014-0363-y
  • A. Kwiecien, M. Gams, and B, Zajac, Numerical modelling of flexible polymers as the adhesive for frps, The 12th International Symposium on Fiber Reinforced Polymers as The Adhesive for FRPs. Nanjing, China,14-16 October 2015.
  • I. Al-Shaikh, and N. Falah, Numerical analysis of masonry infilled RC frames. Journal of Science and Technology, 19(2), 2014.
  • C. Demir, Seismic behaviour of historical stone masonry, PHD Thesis, Istanbul Technical University, İstanbul, Turkey, 2012.
  • F. Birdal, Analytical modelling and experimental investigation of RC structures. PHD thesis, Kayseri University, Kayseri, Turkey, 2015.
  • Y. T. Obaidat, Structural retrofitting of concrete beams using FRP. PHD thesis, Lund University, Lund, Sweden, 2011.
  • S. Ergun, Betonarme kirişlerin kesme kapasitesinin dış donatılar ile arttırılması, Doktora Tezi, Manisa Celal Bayar Üniversitesi, Manisa, Türkiye, 2014.
  • J. R. Van Noort, Computational modelling of masonry structures, Master thesis, Delft University of Technology, Delft, Netherlands, 2012.
  • S. Erkek, Kauçuk kapı stoperinin hiperelastik ve viskoelastik modellenmesi ve sonlu elemanlar yöntemi ile analizi, Y. Lisans Tezi, Uludağ Üniversitesi, Bursa, Türkiye, 2016.
  • Dassault Systems Simula Abaqus, Modelling fracture and Failure, Lecture 6
  • K. F. Abdulah, L. S. Cunningham, M. Gillie Simulating masonry behaviour using a simplified micro model approach, Engineering Structures, 151,349-365, 2017. http://doi.org/10.1016/j.engstruct.2017.08.021
  • A. Viskovic, L. Zuccarino, A. Kwiecien, B, Zajac, M. Gams, Quick seismic protection of weak masonry infilling in filled frame structures using flexible joints, Key Engineering Materials, 747, 628-637, 2017. https://doi.org/10.4028/www.scientific.net/KEM.747.628
  • M. Gams, A. Kwiecien, J. Korelc, T. Rousakis, A. Viskovic, Modelling of deformable polymer to be used for joints between infill masonry walls and R.C. frames. Procedia Engineering, 193, 455-461, 2017. https://doi.org/ 10.1016/j.proeng.2017.06.237.
There are 23 citations in total.

Details

Primary Language Turkish
Subjects Civil Engineering
Journal Section Civil Engineering
Authors

Hakan Koman 0000-0002-7309-7718

Halil Nohutcu 0000-0003-2894-9544

Publication Date January 15, 2021
Submission Date August 25, 2020
Acceptance Date November 18, 2020
Published in Issue Year 2021 Volume: 10 Issue: 1

Cite

APA Koman, H., & Nohutcu, H. (2021). Harçsız yığma duvarlı betonarme çerçevenin nümerik analizi. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi, 10(1), 266-275. https://doi.org/10.28948/ngumuh.785286
AMA Koman H, Nohutcu H. Harçsız yığma duvarlı betonarme çerçevenin nümerik analizi. NOHU J. Eng. Sci. January 2021;10(1):266-275. doi:10.28948/ngumuh.785286
Chicago Koman, Hakan, and Halil Nohutcu. “Harçsız yığma Duvarlı Betonarme çerçevenin nümerik Analizi”. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi 10, no. 1 (January 2021): 266-75. https://doi.org/10.28948/ngumuh.785286.
EndNote Koman H, Nohutcu H (January 1, 2021) Harçsız yığma duvarlı betonarme çerçevenin nümerik analizi. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi 10 1 266–275.
IEEE H. Koman and H. Nohutcu, “Harçsız yığma duvarlı betonarme çerçevenin nümerik analizi”, NOHU J. Eng. Sci., vol. 10, no. 1, pp. 266–275, 2021, doi: 10.28948/ngumuh.785286.
ISNAD Koman, Hakan - Nohutcu, Halil. “Harçsız yığma Duvarlı Betonarme çerçevenin nümerik Analizi”. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi 10/1 (January 2021), 266-275. https://doi.org/10.28948/ngumuh.785286.
JAMA Koman H, Nohutcu H. Harçsız yığma duvarlı betonarme çerçevenin nümerik analizi. NOHU J. Eng. Sci. 2021;10:266–275.
MLA Koman, Hakan and Halil Nohutcu. “Harçsız yığma Duvarlı Betonarme çerçevenin nümerik Analizi”. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi, vol. 10, no. 1, 2021, pp. 266-75, doi:10.28948/ngumuh.785286.
Vancouver Koman H, Nohutcu H. Harçsız yığma duvarlı betonarme çerçevenin nümerik analizi. NOHU J. Eng. Sci. 2021;10(1):266-75.
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