Influence of stiffeners on the performance of blind-bolt end-plate connections to CFST columns |
Ding, Fa-xing
(School of Civil Engineering, Central South University)
Pan, Zhi-cheng (School of Civil Engineering, Central South University) Liu, Peng (School of Civil Engineering, Central South University) Huang, Shi-jian (School of Civil Engineering, Central South University) Luo, Liang (School of Civil Engineering and Architecture, Nanchang Hangkong University) Zhang, Tao (School of Civil Architecture, Zhengzhou University of Aeronautics) |
1 | Eurocode 3 (2003), prEN 1993-1-8: 2003, Part 1.8: Design of Joints, Eurocode 3: Design of Steel Structures, Stage 49 draft., 5 May 2003. CEN, European Committee for Standardisation, Brussels. |
2 | FEMA-350. (2000), "Recommended Seismic Design Criteria for New Steel Moment-frame Buildings, SAC Joint Venture, Federal Emergency Management Agency, Washington D.C. |
3 | Guo, B., Gu, Q. and Liu, F. (2006), "Experimental behavior of stiffened and unstiffened end-plate connections under cyclic loading", J. Struct. Eng., 132(9), 1352-1357. DOI |
4 | Korol, R.M., Ghobarah, A. and Mourad, S. (1993), "Blind Bolting W-Shape Beams to HSS Columns", J. Struct. Eng., 119(12), 3463-3481. https://doi.org/10.1061/(ASCE)0733- 9445(1993)119:12(3463). DOI |
5 | Ma, H.W., Jiang, WS. and Cho, CD. (2011), "Experimental study on two types of new beam-to-column connections", Steel Compos. Struct., 11(4), 291-305. DOI |
6 | Morrison, M., Quayyum, S. and Hassan, T. (2017), "Performance enhancement of eight bolt extended end-plate moment connections under simulated seismic loading", Eng. Struct., 151, 444-458. https://doi.org/10.1016/j.engstruct.2017.08.040. DOI |
7 | Mourad, S., Ghobarah, A. and Korol, R.M. (1995), "Dynamic response of hollow section frames with bolted moment connections", Eng. Struct., 17(10), 737-748. https://doi.org/10.1016/0141-0296(95)00002-O. DOI |
8 | Murray, T.M. Sumner, E.A. AISC design guide series 4. (2003), "Extended end-plate moment connections", in: A.I.o.S. Construction (Ed.), Chicago. |
9 | Tao, Z., Li, W. Shi, B.L. and Han, L.H. (2017), "Behaviour of bolted end-plate connections to concrete-filled steel columns", J. Constr Steel Res., 134, 194-208. https://doi.org/10.1016/j.jcsr.2017.04.002. DOI |
10 | Tartaglia, R., D'Aniello, M. Rassati, G.A. Swanson, J.A. and Landolfo, R. (2018), "Full strength extended stiffened end-plate joints: AISC vs recent European design criteria", Eng. Struct., 159, 155-171. https://doi.org/10.1016/j.engstruct.2017.12.053. DOI |
11 | Tartaglia, R., D'Aniello, M. Zimbru, M. and Landolfo, R. (2018), "Finite element simulations on the ultimate response of extended stiffened end-plate joints", Steel Compos. Struct., 27(6), 727-745. https://doi.org/10.12989/scs.2018.27.6.727. DOI |
12 | Thai, H.T., Uy, B. and Aslani, F. (2017), "Behaviour of bolted endplate composite joints to square and circular CFST columns", J. Constr. Steel Res., 131, 68-82. https://doi.org/10.1016/j.jcsr.2016.12.022. DOI |
13 | Tsai, K.C. and Popov, E.P. (1990), "Cyclic behavior of end-plate moment connections", J. Struct. Eng., 116(11), 2917-2930. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:11(2917). DOI |
14 | Wang, J.F. and Spencer Jr., B.F. (2013), "Experimental and analytical behavior of blind bolted moment connections", J. Constr. Steel Res., 82, 33-47. https://doi.org/10.1016/j.jcsr.2012.12.002. DOI |
15 | Wang, J.F. and Chen, L.P. (2012), "Experimental investigation of extended end plate joints to concrete-filled steel tubular columns", J. Constr. Steel Res., 79, 56-70. https://doi.org/10.1016/j.jcsr.2012.07.016. DOI |
16 | Wang, J.F, Zhang, L. and Spencer Jr., B.F. (2013), "Seismic response of extended end plate joints to concrete-filled steel tubular columns", Eng. Struct., 49, 876-892. https://doi.org/10.1016/j.engstruct.2013.01.001. DOI |
17 | Wang, J., Uy, B. and Li, D.X. (2018), "Analysis of demountable steel and composite frames with semi-rigid bolted joints", Steel Compos. Struct., 28(3), 363-380. https://doi.org/10.12989/scs.2018.28.3.363. DOI |
18 | Wang, W., Li, M.X., Chen, Y.Y. and Jian, X.G. (2017), "Cyclic behavior of endplate connections to tubular columns with novel slip-critical blind bolts", Eng. Struct., 148, 949-962. https://doi.org/10.1016/j.engstruct.2017.07.015. DOI |
19 | Wang, P., Pan, J.R., Wang, Z. and Chen, S.Z. (2018). "Experimental and analytical behavior of stiffened angle joints", Steel Compos. Struct., 26(1), 67-78. https://doi.org/10.12989/scs.2018.26.1.067. DOI |
20 | Wang, W., Li, L. Chen, D.B. and Xu, T. (2018), "Progressive collapse behaviour of extended endplate connection to square hollow column via blind Hollo-Bolts", Thin-Wall. Struct., 131, 681-694. https://doi.org/10.1016/j.tws.2018.07.043. DOI |
21 | Wang, J., Zhu, H.M., Uy, B., Patel, V., Aslani, F. and Li, D.X. (2018), "Moment-rotation relationship of hollow-section beam-to-column steel joints with extended end-plates", Steel Compos. Struct., 29(6), 717-734. https://doi.org/10.12989/scs.2018.29.6.717. DOI |
22 | Wang, Z.Y. and Wang, Q.Y. (2016), "Yield and ultimate strengths determination of a blind bolted endplate connection to square hollow section column", Eng. Struct., 111, 345-369. https://doi.org/10.1016/j.engstruct.2015.11.058. DOI |
23 | Waqas, R., Uy, B. and Thai, H.T. (2019), "Experimental and numerical behaviour of blind bolted flush endplate composite connections", J. Constr. Steel Res., 153, 179-195. https://doi.org/10.1016/j.jcsr.2018.10.012. DOI |
24 | Yao, H., Goldsworthy, H. and Gad, E. (2008). "Experimental and numerical investigation of the tensile behavior of blind-bolted T-stub connections to concrete-filled circular columns", J. Struct Eng., 134(2), 198-208. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:2(198). DOI |
25 | Suita, K. and Tanaka, T. (2000). "Flexural strength of beam web to square tube column joints", Kou kouzou rombunshuu, 7(26), 51-58. |
26 | Beena, K., Naveen, K. and Shruti, S. (2017), "Behaviour of bolted connections in concrete-filled steel tubular beam-column joints", Steel Compos. Struct., 25(4), 443-456. https://doi.org/10.12989/scs.2017.25.4.443. DOI |
27 | Yu, Y.J, Chen, Z.H. and Wang, X.D. (2015), "Effect of column flange flexibility on WF-beam to rectangular CFT column connections", J. Constr. Steel Res., 106, 184-197. https://doi.org/10.1016/j.jcsr.2014.12.008. DOI |
28 | Yu, Y.J., Wang, X.D. and Chen, Z.H. (2017), "Evaluation on steel cyclic response to strength reducing heat treatment for seismic design application", Constr. Build. Mater., 140, 468-484. https://doi.org/10.1016/j.conbuildmat.2017.02.088. DOI |
29 | Zhang, Z., Wang, J., Li, B. and Zhao, C. (2019), "Seismic tests and numerical investigation of blind-bolted moment CFST frames in-filled with thin-walled SPSWs", Thin-Wall. Struct., 134, 347-362. https://doi.org/10.1016/j.tws.2018.10.009. DOI |
30 | A. AISC. (2010), "Prequalified connections for special and intermediate steel moment frames for seismic applications", American Institute of Steel Construction, Chicago, IL. |
31 | D'Aniello, M., Tartaglia, R. Costanzo, S. and Landolfo, R. (2017), "Seismic design of extended stiffened end-plate joints in the framework of Eurocodes", J. Constr Steel Res., 128, 512-527. https://doi.org/10.1016/j.jcsr.2016.09.017. DOI |
32 | Ding, F.X., Yin, G.A., Wang, L.P., Hu, D. and Chen, G.Q. (2017), "Seismic performance of a non-through-core concrete between concrete-filled steel tubular columns and reinforced concrete beams", Thin-Wall. Struct., 110(1), 14-26. https://doi.org/10.1016/j.tws.2016.10.014. DOI |
33 | Da Silva, L.S., de Lima, L.R., da SVellasco, P.C.G. and de Andrade, S.A. (2004). "Behaviour of flush end-plate beam-to-column joints under bending and axial force", Steel Compos. Struct., 4(2), 77-94. https://doi.org/10.12989/scs.2004.4.2.077. DOI |
34 | Dessouki, A.K., Youssef, A.H. and Ibrahim, M.M. (2013), "Behavior of I-beam bolted extended end-plate moment connections", Ain. Shams. Eng. Jour., 4(4), 685-699. https://doi.org/10.1016/j.asej.2013.03.004. DOI |
35 | Ding, F.X., Yin, G.A., Jiang, L.Z. and Bai, Y. (2018), "Composite frame of circular CFST column to steel-concrete composite beam under lateral cyclic loading", Thin-Wall. Struct., 122 (1), 137-146. https://doi.org/10.1016/j.tws.2017.10.022. DOI |
36 | Ding, F.X., Yin, G.A., Wang, H. B., Wang, L. and Guo, Q. (2017), "Behavior of headed shear stud connectors subjected to cyclic loading", Steel Compos. Struct., 25(6), 705-716. https://doi.org/10.12989/scs.2017.25.6.705. DOI |
37 | Ding, F.X., Luo, L. Zhu, J. Wang, L. and Yu, Z.W. (2018), "Mechanical behavior of stirrup-confined rectangular CFT stub columns under axial compression", Thin-Wall. Struct., 124, 136-150. https://doi.org/10.1016/j.tws.2017.12.007. DOI |
38 | Ding, F.X., Ying, X.Y. Zhou, L.C. and Yu, Z.W. (2011a), "Unified calculation method and its application in determining the uniaxial mechanical properties of concrete", Front. Archit. Civ Eng. China., 5(3), 381-393. https://doi.org/10.1007/s11709-011-0118-6. DOI |
39 | Eurocode 3 (1998), ENV - 1993-1-1:1992/A2, Annex J, Design of Steel Structures - Joints in Building Frames.CEN, European Committee for Standardisation, Document CEN/TC 250/SC 3, Brussels. |
![]() |