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Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading

Yıl 2021, Cilt 32, Sayı 6, 01.11.2021
https://doi.org/10.18400/tekderg.674889

Öz

This paper presents the results from experimental study on the actual behavior of header end-plate connections. To better understand the hysteretic behavior of these connections in terms of the stiffness and the strength, sixteen specimens were considered and subjected to cyclic loads. The effect of some parameters such as thickness of the header end-plate, depth of the connection and the number of bolt rows on the behavior of header end-plate connections has been investigated by the help of experimental tests and finite element (FE) analyses. The moment-rotation relations of the connections governed by three parameters such as, initial stiffness, moment capacity and rotation capacity were obtained. Results revealed that the moment capacity increases with the increase in end-plate thickness and depth of connection. However, for the equal connection depth, increasing the number of bolt rows has not influenced the connection behavior remarkably.

Kaynakça

  • [1] Chen, W., Kishi, N. and Komuro, M., Semi-Rigid Connections Handbook, J. Ross Publishing, U.S.A, 2011.
  • [2] Sherif, H.M.H., Hazem, M. R., M. Nabil, A. and Sherif, A. M., Experimental study of prequalified status of flush end plate connections, Journal of Housing and Building National Research Center, HBRC journal, 12, 25-32, 2014.
  • [3] Bing, G., Qiang, G. and Feng, L., Experimental Behavior of Stiffened and Unstiffened End-Plate Connections under Cyclic Loading, Journal of Structural Engineering ASCE, 132(9), 1352-1357, 2006.
  • [4] Ismail, R.E.S., Fahmy, A.S., Khalifa, A.M. and Mohamed, Y.M., Numerical study on ultimate behavior of bolted end-plate steel connections, Latin American Journal of Solids and Structures, 13(1), 1–22, 2016.
  • [5] Haghollahi, A. and Jannesar, R., Cyclic behavior of bolted extended end-plate moment connectionswith different sizes of end plate and bolt stiffened by a rib plate, Civil Engineering Journal, 4(1), 200-211, 2018.
  • [6] Fang, C., Yam, M.C.H., Lam, A.C.C. and Xie, L., Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts, Journal of Constructional Steel Research, 94, 122–136, 2014.
  • [7] Dessouki, A.K., Youssef, A.H. and Ibrahim, M.M., Behavior of I-beam bolted extended end-plate moment connections, Ain Shams Engineering Journal, 4, 685-699, 2013.
  • [8] Adey, B.T., Extended End Plate Moment Connections under Cyclic Loading, Master’s thesis, University of Alberta, Alberta, Canada, 1997.
  • [9] Johnstone, N.D., Walpole, W.R., Behavior of steel beam-column connections, made using bolted end plates, Bulletin of the New Zealand National Society for Earthquake Engineering, 15(2), 82-92, 1982.
  • [10] AISC, Load and Resistance Factor Design Specifications for Structural Steel Buildings, 2nd Edition, American Institute of Steel Construction; Chicago, USA, 1994.
  • [11] Kishi, N., Komuro, M. and Chen, W., Four-parameter power model for Moment-rotation curves of end-plate connections, ECCS/AISC Workshop Connections in Steel Structures V, (c), 99–110, Amsterdam, The Netherlands, 2004.
  • [12] Jaspart, J.P., Demonceau, J.F., European design recommendations for simple joints in steel structures, Journal of Constructional Steel Research, 64, 822-832, 2008.
  • [13] EN 1993-1-8:2005, Eurocode 3: Design of Steel Structures-part 1-8: Design of Joints, European Committee for Standardization; Brussels, Belgium, 2005.
  • [14] Sommer, W.H., Behaviour of Welded Header Plate Connections, Master’s thesis, University of Toronto, Toronto, Canada, 1969.
  • [15] Aggarwal, A.K., Behaviour of flexible end plate beam-to-column joints, Journal of Constructional Steel Research, 16, 111–134, 1990.
  • [16] Pilgr, M., Experimental verification of actual behaviour of header plate connections, The Nordic Steel Construction Conference, 2009.
  • [17] AISC 341-16, Seismic provisions for structural steel buildings, American Institute of Steel Construction; Chicago, IL, USA, 2016.
  • [18] TCDCSS, Turkish code for design and construction of steel structures 2016, Ministry of Environment and Urbanization; Ankara, Turkey, 2016.
  • [19] Bruneau, M., Uang, C.M. and Sabelli, R., Ductile Design of Steel Structures, (2nd Edition), McGraw Hill, New York, USA, 2011.
  • [20] Murray, M. and Sumner, E.A., Design Guide 4 Extended End-Plate Moment Connections Seismic and Wind Applications, (2nd Edition), American Institute of Steel Construction, Chicago, 2003.
  • [21] Faella, C., Piluso, V. and Rizzano, G., Structural Semi-Rigid Connections, Design and Software. Boca Raton FL: CRC Press LLC, USA, 2000.
  • [22] ABAQUS 2017, Dassault Systemes Simulia Corp., Abaqus/CAE User’s Guide, Providence, RI, USA.

Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading

Yıl 2021, Cilt 32, Sayı 6, 01.11.2021
https://doi.org/10.18400/tekderg.674889

Öz

This paper presents the results from experimental study on the actual behavior of header end-plate connections. To better understand the hysteretic behavior of these connections in terms of the stiffness and the strength, sixteen specimens were considered and subjected to cyclic loads. The effect of some parameters such as thickness of the header end-plate, depth of the connection and the number of bolt rows on the behavior of header end-plate connections has been investigated by the help of experimental tests and finite element (FE) analyses. The moment-rotation relations of the connections governed by three parameters such as, initial stiffness, moment capacity and rotation capacity were obtained. Results revealed that the moment capacity increases with the increase in end-plate thickness and depth of connection. However, for the equal connection depth, increasing the number of bolt rows has not influenced the connection behavior remarkably. 

Kaynakça

  • [1] Chen, W., Kishi, N. and Komuro, M., Semi-Rigid Connections Handbook, J. Ross Publishing, U.S.A, 2011.
  • [2] Sherif, H.M.H., Hazem, M. R., M. Nabil, A. and Sherif, A. M., Experimental study of prequalified status of flush end plate connections, Journal of Housing and Building National Research Center, HBRC journal, 12, 25-32, 2014.
  • [3] Bing, G., Qiang, G. and Feng, L., Experimental Behavior of Stiffened and Unstiffened End-Plate Connections under Cyclic Loading, Journal of Structural Engineering ASCE, 132(9), 1352-1357, 2006.
  • [4] Ismail, R.E.S., Fahmy, A.S., Khalifa, A.M. and Mohamed, Y.M., Numerical study on ultimate behavior of bolted end-plate steel connections, Latin American Journal of Solids and Structures, 13(1), 1–22, 2016.
  • [5] Haghollahi, A. and Jannesar, R., Cyclic behavior of bolted extended end-plate moment connectionswith different sizes of end plate and bolt stiffened by a rib plate, Civil Engineering Journal, 4(1), 200-211, 2018.
  • [6] Fang, C., Yam, M.C.H., Lam, A.C.C. and Xie, L., Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts, Journal of Constructional Steel Research, 94, 122–136, 2014.
  • [7] Dessouki, A.K., Youssef, A.H. and Ibrahim, M.M., Behavior of I-beam bolted extended end-plate moment connections, Ain Shams Engineering Journal, 4, 685-699, 2013.
  • [8] Adey, B.T., Extended End Plate Moment Connections under Cyclic Loading, Master’s thesis, University of Alberta, Alberta, Canada, 1997.
  • [9] Johnstone, N.D., Walpole, W.R., Behavior of steel beam-column connections, made using bolted end plates, Bulletin of the New Zealand National Society for Earthquake Engineering, 15(2), 82-92, 1982.
  • [10] AISC, Load and Resistance Factor Design Specifications for Structural Steel Buildings, 2nd Edition, American Institute of Steel Construction; Chicago, USA, 1994.
  • [11] Kishi, N., Komuro, M. and Chen, W., Four-parameter power model for Moment-rotation curves of end-plate connections, ECCS/AISC Workshop Connections in Steel Structures V, (c), 99–110, Amsterdam, The Netherlands, 2004.
  • [12] Jaspart, J.P., Demonceau, J.F., European design recommendations for simple joints in steel structures, Journal of Constructional Steel Research, 64, 822-832, 2008.
  • [13] EN 1993-1-8:2005, Eurocode 3: Design of Steel Structures-part 1-8: Design of Joints, European Committee for Standardization; Brussels, Belgium, 2005.
  • [14] Sommer, W.H., Behaviour of Welded Header Plate Connections, Master’s thesis, University of Toronto, Toronto, Canada, 1969.
  • [15] Aggarwal, A.K., Behaviour of flexible end plate beam-to-column joints, Journal of Constructional Steel Research, 16, 111–134, 1990.
  • [16] Pilgr, M., Experimental verification of actual behaviour of header plate connections, The Nordic Steel Construction Conference, 2009.
  • [17] AISC 341-16, Seismic provisions for structural steel buildings, American Institute of Steel Construction; Chicago, IL, USA, 2016.
  • [18] TCDCSS, Turkish code for design and construction of steel structures 2016, Ministry of Environment and Urbanization; Ankara, Turkey, 2016.
  • [19] Bruneau, M., Uang, C.M. and Sabelli, R., Ductile Design of Steel Structures, (2nd Edition), McGraw Hill, New York, USA, 2011.
  • [20] Murray, M. and Sumner, E.A., Design Guide 4 Extended End-Plate Moment Connections Seismic and Wind Applications, (2nd Edition), American Institute of Steel Construction, Chicago, 2003.
  • [21] Faella, C., Piluso, V. and Rizzano, G., Structural Semi-Rigid Connections, Design and Software. Boca Raton FL: CRC Press LLC, USA, 2000.
  • [22] ABAQUS 2017, Dassault Systemes Simulia Corp., Abaqus/CAE User’s Guide, Providence, RI, USA.

Ayrıntılar

Birincil Dil İngilizce
Konular İnşaat Mühendisliği
Bölüm Makale
Yazarlar

Adem KARASU (Sorumlu Yazar)
İSTANBUL TEKNİK ÜNİVERSİTESİ
0000-0002-1063-8484
Türkiye


Cüneyt VATANSEVER
ISTANBUL TECHNICAL UNIVERSITY
0000-0002-9954-925X
Türkiye

Destekleyen Kurum İTÜ Bilimsel Araştırma Projeleri Koordinasyon Birimi
Proje Numarası 41573
Teşekkür This research was financially supported by Research Fund of the Istanbul Technical University. Project Number: 41573
Yayımlanma Tarihi 1 Kasım 2021
Başvuru Tarihi 14 Ocak 2020
Kabul Tarihi 23 Mayıs 2020
Yayınlandığı Sayı Yıl 2021, Cilt 32, Sayı 6

Kaynak Göster

Bibtex @araştırma makalesi { tekderg674889, journal = {Teknik Dergi}, issn = {1300-3453}, address = {}, publisher = {TMMOB İnşaat Mühendisleri Odası}, year = {2021}, volume = {32}, pages = { - }, doi = {10.18400/tekderg.674889}, title = {Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading}, key = {cite}, author = {Karasu, Adem and Vatansever, Cüneyt} }
APA Karasu, A. & Vatansever, C. (2021). Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading . Teknik Dergi , 32 (6) , . DOI: 10.18400/tekderg.674889
MLA Karasu, A. , Vatansever, C. "Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading" . Teknik Dergi 32 (2021 ): <https://dergipark.org.tr/tr/pub/tekderg/issue/54016/674889>
Chicago Karasu, A. , Vatansever, C. "Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading". Teknik Dergi 32 (2021 ):
RIS TY - JOUR T1 - Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading AU - Adem Karasu , Cüneyt Vatansever Y1 - 2021 PY - 2021 N1 - doi: 10.18400/tekderg.674889 DO - 10.18400/tekderg.674889 T2 - Teknik Dergi JF - Journal JO - JOR SP - EP - VL - 32 IS - 6 SN - 1300-3453- M3 - doi: 10.18400/tekderg.674889 UR - https://doi.org/10.18400/tekderg.674889 Y2 - 2020 ER -
EndNote %0 Teknik Dergi Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading %A Adem Karasu , Cüneyt Vatansever %T Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading %D 2021 %J Teknik Dergi %P 1300-3453- %V 32 %N 6 %R doi: 10.18400/tekderg.674889 %U 10.18400/tekderg.674889
ISNAD Karasu, Adem , Vatansever, Cüneyt . "Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading". Teknik Dergi 32 / 6 (Kasım 2021): - . https://doi.org/10.18400/tekderg.674889
AMA Karasu A. , Vatansever C. Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading. Teknik Dergi. 2021; 32(6): -.
Vancouver Karasu A. , Vatansever C. Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading. Teknik Dergi. 2021; 32(6): -.
IEEE A. Karasu ve C. Vatansever , "Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading", Teknik Dergi, c. 32, sayı. 6, Kas. 2021, doi:10.18400/tekderg.674889