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Araştırma Makalesi
BibTex RIS Kaynak Göster

INVESTIGATION OF CONCRETE FILLED COMPOSITE PLATE SHEAR WALLS USING FINITE ELEMENT METHODS

Yıl 2020, , 139 - 152, 30.04.2020
https://doi.org/10.17482/uumfd.621362

Öz

Concrete filled composite plate shear wall is an innovative structural lateral
force resisting system that is being investigated experimentally and
numerically. It consists of pre-fabricated steel web plates that are spaced
parallel to each other
by having
regularly spaced cross-connecting tie bars (rods) which is then filled with
concrete. This paper make use of previously
developed numerical models and extends the study to investigate different
aspects of wall behavior. In this study, two of the previously tested wall
models were used to investiagete percentage of steel plate yielding at certain
wall elevations per certain drift levels, steel plate von-Mises stress contours,
the distribution of cracks in concrete, relative contribution of steel plates
and concrete to total wall base shear and axial stress distribution of steel
plate and concrete. The study assumes fixed-based walls and describes the
development of finite element models using LS-Dyna.

Kaynakça

  • AISC (2016). "Seismic provisions for structural steel buildings." AISC 341-16, AISC, Chicago.
  • Alzeni, Y., and Bruneau, M. (2014). ""Cyclic inelastic behavior of concrete filled sandwich panel walls subjected to in plane flexure"." Technical Rep. MCEER, 14-009,, Univ. at Buffalo, the State Univ. of New York, Buffalo, NY, MCEER.
  • Alzeni, Y., and Bruneau, M. (2017). "In-plane cyclic testing of concrete-filled sandwich steel panel walls with and without boundary elements." Journal of Structural Engineering, 143(9), 04017115.
  • Broadhouse, B. (1995). "The Winfrith concrete model in LS-DYNA3D." Report: SPD/D (95), 363.
  • Broadhouse, B., and Neilson, A. (1987). "Modelling reinforced concrete structures in dyna3d." UKAEA Atomic Energy Establishment, Winfrith (UK). Safety and Engineering Science Div.
  • Clark, L. (1995). "CEB-FIP Model Code 1990." Structural Engineering Review, 1(7), 60-61.
  • Eom, T.-S., Park, H.-G., Lee, C.-H., Kim, J.-H., and Chang, I.-H. (2009). "Behavior of double skin composite wall subjected to in-plane cyclic loading." Journal of structural engineering, 135(10), 1239-1249.
  • Hallquist, J. O. (2006). "LS-DYNA theory manual." Livermore software Technology corporation, 3.
  • Hallquist, J. O. (2006). "LS-DYNA theory manual." Livermore Software Technology Corporation, <http://www.dynasupport.com/manuals>.
  • LSTC (2013). Keyword User's Manual, Volume II, Material Models, Livermore Software Technology Corporation (LSTC), Livermore, CA, USA.
  • Polat, E., and Bruneau, M. (2017). "Modeling cyclic inelastic in-plane flexural behavior of concrete filled sandwich steel panel walls." Engineering Structures, 148, 63-80.
  • Polat, E., and Bruneau, M. (2018). "Cyclic Inelastic In-plane Flexural Behavior of Concrete Filled Sandwich Steel Panel Walls with Different Cross-Section Properties." Engineering Journal, American Institute of Steel Construction, 55, 45-76.
  • Ramesh, S. (2013). "Behavior and design of earthquake-resistant dual-plate composite shear wall systems." PURDUE UNIVERSITY.
  • Schwer, L. "The Winfrith concrete model: beauty or beast? insights into the Winfrith concrete model." Proc., 8th European LS-DYNA Users Conference.
  • Wittmann, F., Rokugo, K., Brühwiler, E., Mihashi, H., and Simonin, P. (1988). "Fracture energy and strain softening of concrete as determined by means of compact tension specimens." Materials and Structures, 21(1), 21-32.
  • Wright, H., Oduyemi, T., and Evans, H. (1991). "The design of double skin composite elements." Journal of Constructional Steel Research, 19(2), 111-132.
  • Wright, H., Oduyemi, T., and Evans, H. (1991). "The experimental behaviour of double skin composite elements." Journal of Constructional Steel Research, 19(2), 97-110.

Beton Dolgu Kompozit Levha Perde Duvaların Sonlu Elemanlar Metodu Kullanılarak İncelenmesi

Yıl 2020, , 139 - 152, 30.04.2020
https://doi.org/10.17482/uumfd.621362

Öz

Beton dolgu kompozit levha perde duvar, deneysel ve sayısal
olarak araştırılan yenilikçi bir yapısal yanal kuvvet direnç sistemidir.
Önceden imal edilmiş çelik levhaların birbirine paralel yerleştirilerek
bağlantı çubukları ile bağlanması ve levhalar arasındaki boşluğun beton ile
doldurulması ile meydana gelir. Bu makalede, daha önce geliştirilmiş sayısal
modellerden yararlanılmakta ve duvar davranışının farklı yönlerini araştırmak
için çalışmayı genişletmektedir. Bu çalışmada, daha önce test edilmiş iki duvar
modeli kullanılarak; belli duvar yüksekliğideki çelik levhaların belli ötelenme
oranına göre akma oranı, çelik levha von-Mises gerilme dağılımları, çatlakların
beton üzerindeki dağılımları, çelik levha ve betonun toplam duvar taban kesme
kuvvetleri üzerindeki oransal katkıları 
ve çelik levha ve betonun eksenel gerilme dağılımları incelenmiştir.
Çalışmada, sabit mesnetli duvarlarlar varsayılmakta ve sonlu eleman
modellerinin LS-Dyna kullanılarak oluşturulması açıklanmaktadır.




Kaynakça

  • AISC (2016). "Seismic provisions for structural steel buildings." AISC 341-16, AISC, Chicago.
  • Alzeni, Y., and Bruneau, M. (2014). ""Cyclic inelastic behavior of concrete filled sandwich panel walls subjected to in plane flexure"." Technical Rep. MCEER, 14-009,, Univ. at Buffalo, the State Univ. of New York, Buffalo, NY, MCEER.
  • Alzeni, Y., and Bruneau, M. (2017). "In-plane cyclic testing of concrete-filled sandwich steel panel walls with and without boundary elements." Journal of Structural Engineering, 143(9), 04017115.
  • Broadhouse, B. (1995). "The Winfrith concrete model in LS-DYNA3D." Report: SPD/D (95), 363.
  • Broadhouse, B., and Neilson, A. (1987). "Modelling reinforced concrete structures in dyna3d." UKAEA Atomic Energy Establishment, Winfrith (UK). Safety and Engineering Science Div.
  • Clark, L. (1995). "CEB-FIP Model Code 1990." Structural Engineering Review, 1(7), 60-61.
  • Eom, T.-S., Park, H.-G., Lee, C.-H., Kim, J.-H., and Chang, I.-H. (2009). "Behavior of double skin composite wall subjected to in-plane cyclic loading." Journal of structural engineering, 135(10), 1239-1249.
  • Hallquist, J. O. (2006). "LS-DYNA theory manual." Livermore software Technology corporation, 3.
  • Hallquist, J. O. (2006). "LS-DYNA theory manual." Livermore Software Technology Corporation, <http://www.dynasupport.com/manuals>.
  • LSTC (2013). Keyword User's Manual, Volume II, Material Models, Livermore Software Technology Corporation (LSTC), Livermore, CA, USA.
  • Polat, E., and Bruneau, M. (2017). "Modeling cyclic inelastic in-plane flexural behavior of concrete filled sandwich steel panel walls." Engineering Structures, 148, 63-80.
  • Polat, E., and Bruneau, M. (2018). "Cyclic Inelastic In-plane Flexural Behavior of Concrete Filled Sandwich Steel Panel Walls with Different Cross-Section Properties." Engineering Journal, American Institute of Steel Construction, 55, 45-76.
  • Ramesh, S. (2013). "Behavior and design of earthquake-resistant dual-plate composite shear wall systems." PURDUE UNIVERSITY.
  • Schwer, L. "The Winfrith concrete model: beauty or beast? insights into the Winfrith concrete model." Proc., 8th European LS-DYNA Users Conference.
  • Wittmann, F., Rokugo, K., Brühwiler, E., Mihashi, H., and Simonin, P. (1988). "Fracture energy and strain softening of concrete as determined by means of compact tension specimens." Materials and Structures, 21(1), 21-32.
  • Wright, H., Oduyemi, T., and Evans, H. (1991). "The design of double skin composite elements." Journal of Constructional Steel Research, 19(2), 111-132.
  • Wright, H., Oduyemi, T., and Evans, H. (1991). "The experimental behaviour of double skin composite elements." Journal of Constructional Steel Research, 19(2), 97-110.
Toplam 17 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Kompozit ve Hibrit Malzemeler
Bölüm Araştırma Makaleleri
Yazarlar

Erkan Polat 0000-0002-2326-7387

Yayımlanma Tarihi 30 Nisan 2020
Gönderilme Tarihi 17 Eylül 2019
Kabul Tarihi 9 Ocak 2020
Yayımlandığı Sayı Yıl 2020

Kaynak Göster

APA Polat, E. (2020). INVESTIGATION OF CONCRETE FILLED COMPOSITE PLATE SHEAR WALLS USING FINITE ELEMENT METHODS. Uludağ Üniversitesi Mühendislik Fakültesi Dergisi, 25(1), 139-152. https://doi.org/10.17482/uumfd.621362
AMA Polat E. INVESTIGATION OF CONCRETE FILLED COMPOSITE PLATE SHEAR WALLS USING FINITE ELEMENT METHODS. UUJFE. Nisan 2020;25(1):139-152. doi:10.17482/uumfd.621362
Chicago Polat, Erkan. “INVESTIGATION OF CONCRETE FILLED COMPOSITE PLATE SHEAR WALLS USING FINITE ELEMENT METHODS”. Uludağ Üniversitesi Mühendislik Fakültesi Dergisi 25, sy. 1 (Nisan 2020): 139-52. https://doi.org/10.17482/uumfd.621362.
EndNote Polat E (01 Nisan 2020) INVESTIGATION OF CONCRETE FILLED COMPOSITE PLATE SHEAR WALLS USING FINITE ELEMENT METHODS. Uludağ Üniversitesi Mühendislik Fakültesi Dergisi 25 1 139–152.
IEEE E. Polat, “INVESTIGATION OF CONCRETE FILLED COMPOSITE PLATE SHEAR WALLS USING FINITE ELEMENT METHODS”, UUJFE, c. 25, sy. 1, ss. 139–152, 2020, doi: 10.17482/uumfd.621362.
ISNAD Polat, Erkan. “INVESTIGATION OF CONCRETE FILLED COMPOSITE PLATE SHEAR WALLS USING FINITE ELEMENT METHODS”. Uludağ Üniversitesi Mühendislik Fakültesi Dergisi 25/1 (Nisan 2020), 139-152. https://doi.org/10.17482/uumfd.621362.
JAMA Polat E. INVESTIGATION OF CONCRETE FILLED COMPOSITE PLATE SHEAR WALLS USING FINITE ELEMENT METHODS. UUJFE. 2020;25:139–152.
MLA Polat, Erkan. “INVESTIGATION OF CONCRETE FILLED COMPOSITE PLATE SHEAR WALLS USING FINITE ELEMENT METHODS”. Uludağ Üniversitesi Mühendislik Fakültesi Dergisi, c. 25, sy. 1, 2020, ss. 139-52, doi:10.17482/uumfd.621362.
Vancouver Polat E. INVESTIGATION OF CONCRETE FILLED COMPOSITE PLATE SHEAR WALLS USING FINITE ELEMENT METHODS. UUJFE. 2020;25(1):139-52.

DUYURU:

30.03.2021- Nisan 2021 (26/1) sayımızdan itibaren TR-Dizin yeni kuralları gereği, dergimizde basılacak makalelerde, ilk gönderim aşamasında Telif Hakkı Formu yanısıra, Çıkar Çatışması Bildirim Formu ve Yazar Katkısı Bildirim Formu da tüm yazarlarca imzalanarak gönderilmelidir. Yayınlanacak makalelerde de makale metni içinde "Çıkar Çatışması" ve "Yazar Katkısı" bölümleri yer alacaktır. İlk gönderim aşamasında doldurulması gereken yeni formlara "Yazım Kuralları" ve "Makale Gönderim Süreci" sayfalarımızdan ulaşılabilir. (Değerlendirme süreci bu tarihten önce tamamlanıp basımı bekleyen makalelerin yanısıra değerlendirme süreci devam eden makaleler için, yazarlar tarafından ilgili formlar doldurularak sisteme yüklenmelidir).  Makale şablonları da, bu değişiklik doğrultusunda güncellenmiştir. Tüm yazarlarımıza önemle duyurulur.

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