Steel and Composite Structures

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Research on anti-seismic property of new end plate bolt connections - Wave web girder-column joint

  • Jiang, Haotian (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Li, Qingning (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Yan, Lei (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Han, Chun (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Lu, Wei (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Jiang, Weishan (School of Civil Engineering, Xi'an University of Architecture and Technology)
  • Received : 2015.10.19
  • Accepted : 2016.09.10
  • Published : 2016.09.20
⟨ Previous Next ⟩

Abstract

The domestic and foreign scholars conducted many studies on mechanical properties of wave web steel beam and high-strength spiral stirrups confined concrete columns. Based on the previous research work, studies were conducted on the anti-seismic property of the end plate bolt connected wave web steel beam and high-strength spiral stirrups confined concrete column nodes applied with pre-tightening force. Four full-size node test models in two groups were designed for low-cycle repeated loading quasi-static test. Through observation of the stress, distortion, failure process and failure mode of node models, analysis was made on its load-carrying capacity, deformation performance and energy dissipation capacity, and the reliability of the new node was verified. The results showed that: under action of the beam-end stiffener, the plastic hinges on the end of wave web steel beam are displaced outward and played its role of energy dissipation capacity. The study results provided reliable theoretical basis for the engineering application of the new types of nodes.

Keywords

Acknowledgement

Supported by : Xi'an University of Architecture and Technology

References

  1. Abbas, H.H., Sause, R. and Driver, R.G. (2007), "Analysis of flange transverse bending of corrugated web Igirders under in-plane loads", J. Struct. Eng., 133(3), 347-355. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:3(347)
  2. Calado, L., Proenca, J.M., Espinha, M. and Castiglioni, C.A. (2013), "Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames", Steel Compos. Struct., Int. J., 14(6), 547-569. https://doi.org/10.12989/scs.2013.14.6.547
  3. CECS 290 (2011), Technical Regulations on Application of Wave Web Steel Structure, China Planning Press, Beijing, China.
  4. Chen, Y. (2013), "Studies on mechanical properties of steel pipe concrete flange and corrugated web Ibeam", Dissertation; Yantai University, Yantai, China.
  5. Chen, H.T., Chi, X.Q. and Yan, H. (2013), "Shear strength on wave corrugated web I-shaped plate beams", J. Highway Transport. Res. Develop., 30(5), 38-46.
  6. Cristutiu, I.M., Nunes, D.L. and Dogariu, A.I. (2012), "Experimental study on laterally restrained steel columns with variable I cross sections", Steel Compos. Struct., Int. J., 13(3), 225-238. https://doi.org/10.12989/scs.2012.13.3.225
  7. Ding, Y. and Liu, X.L. (2002), Code for Design of Steel Structures (GB50017-2002); "Local stability of welded I-beam web and calculation of strength upon consideration of buckling", J. Build. Struct., 23(3), 52-59.
  8. Dong, Y.J. (2010), "Stress mechanism analysis and economy discussion on wave web I-section beam", Dissertation; Shandong Jianzhu University, Jinan, China.
  9. GB/T50152-2012(2012), Standard for Test Methods of Concrete Structures; China Building Industry Press, Beijing, China.
  10. Guan, Z.L. (2011), "Studies on seismic performance of CRB550 grade reinforcement confined concrete column", Dissertation; South China University of Technology, Guangzhou, China.
  11. Guo, Y.L., Zhang, Q.L. and Wang, X. (2010), "Design theory and experimental study on shear resistance of wave web I-section member", China Civil Eng. J., 43(10), 45-52.
  12. Guo, Y.L., Deng, J.Z. and Jiang, Z.Q. (2012a), "Design theory and experimental study on wave web flexural member", J. Indust. Construct. Mag. Agency, 42(7), 30-36.
  13. Guo, Y.L., Liu, F. and Lan, T. (2012b), "Design principles and engineering application of wave web members", J. Construct. Technol., 41(369), 20-25.
  14. Hasan, R., Kishi, N. and Chen, W.F. (1998), "A new nonlinear connection classification system", J. Construct. Steel Res., 47(1), 119-140. https://doi.org/10.1016/S0143-974X(98)80105-3
  15. Huang, P. (2011), "Test and mechanical properties of end-plate bolted steel-concrete composite nodes", Dissertation; Hunan University, Changsha, China.
  16. Ibrahim, S.A., EL-Dakhakhni, W.W. and Elgaaly, M. (2006), "Fatigue of corrugated-web plate girders: Analytical study", J. Struct. Eng., 132(9), 1381-1392. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:9(1381)
  17. Kabiri Ataabadi, A., Ziaei-Rad, S. and Hosseini-Toudeshky, H. (2012), "Compression failure and fiberkinking modeling of laminated composites", Steel Compos. Struct., Int. J., 12(1), 53-72. https://doi.org/10.12989/scs.2012.12.1.053
  18. Kuramoto, H. and Nishiyama, I. (2004), "Seismic performance and stress transferring mechanism of through-column-type joints for composite reinforced concrete and steel frames", J. Struct. Eng., 130(2), 352-360. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(352)
  19. Li, Z.H. (2013), "Analysis on Seismic Behaviors of Steel Beam-Reinforced Concrete Column (RCS) Composite Frame Structure", Dissertation; Central South University, Changsha, China.
  20. Li, S.C. and Huang, X.Y. (2013), "Experimental study on seismic behaviors of extended end-plate connected honeycomb steel beam-Concrete column combination node", J. Build. Struct., 34(11), 91-97.
  21. Li, X. (2009), "Seismic behavior of bolted end-plate connections for composite steel and concrete structures", Dissertation; HuNan University, Changsha, China.
  22. Lu, X., Yin, X. and Jiang, H. (2014), "Experimental study on Hysteretic properties of SRC columns with high steel ratio", Steel Compos. Struct., Int. J., 17(3), 287-303. https://doi.org/10.12989/scs.2014.17.3.287
  23. Luo, R. and Edlund, B. (1996), "Ultimate strength of girders with trapezoidally corrugated webs under patch loading", Thin-Wall. Struct., 24(2), 135-156. https://doi.org/10.1016/0263-8231(95)00029-1
  24. Machacek, J. and Tuma, M. (2006), "Fatigue life of girders with undulating webs", J. Construct. Steel Res., 62(1), 168-177. https://doi.org/10.1016/j.jcsr.2005.04.018
  25. Men, J.J., Shi, Q.X. and Zhou, Q. (2012), "Progress of studies on reinforced concrete column-Steel beam composite frame nodes", J. Struct. Eng., 28(1), 153-157.
  26. Meng, L. (2013), "Studies on stress properties of H-section crane beam for corrugated web", Dissertation; Hebei University of Engineering, Handan, China.
  27. Nassar, S.A., El-Khiamy, H. and Barber, G.C. (2005), "An experimental study of bearing and thread friction in fasteners", J. Tribol., 127(2), 263-272. https://doi.org/10.1115/1.1843167
  28. Nie, J., Wang, H., Tan, Y. and Chen, G. (2004), "Experimental study on composite steel-HSC beams", J. Build. Struct., 200425(1), 58-62.
  29. Shayanfar, M.A., Barkhordari, M.A. and Rezaeian, A.R. (2012), "Experimental study of cyclic behavior of composite vertical shear link in eccentrically braced frames", Steel Compos. Struct., Int. J., 12(1), 13-29. https://doi.org/10.12989/scs.2012.12.1.013
  30. Shen, H.X. and Gu, Q. (2011), "Design model of steel beam-reinforced concrete columns beam-column node", J. Eng. Mech., 28(2), 86-93.
  31. Shi, G., Shi, Y.J. and Wang, Y.Q. (2005), "Comparison among tightening sequences for high-strength bolts connecting steel structure end plate", J. Build. Sci. Res. Sichuan, 31(2), 1-3.
  32. Shi, Q.X., Yang, K. and Bai, L.G. (2011), "Experimental study on seismic behaviors of high strength stirrup-confined high-strength concrete columns", China Civil Eng. J., 44(12), 9-17.
  33. Theofanous, M. and Gardner, L. (2011), "Effect of element interaction and material nonlinearityon the ultimate capacity of stainless steel cross-sections", Steel Compos. Struct., Int. J., 12(1), 73-92.
  34. Tong, J.Z. and Guo, Y.L. (2013), "Studies on design method for wave web I-section beams supporting stiffener", J. Architect. Civil Eng., 30(3), 112-119.
  35. Wang, Y., Liu, Y. and Wang, P. (2011a), "Progress in studies on beam-column rigid connection reinforced node", Progress Steel Build. Struct., 13(2), 1-7.
  36. Wang, Y., Yu, Y.S. and Wang, P. (2011b), "Experimental study on mechanical properties of steel frame beam end plate flange plate-type reinforced joint", J. Eng. Mech., 28(3), 177-184.
  37. Yao, S.T. (2012), "Study on application of high strength concrete in civil engineering", Dissertation; Anhui Jianzhu University, Hefei, China.
  38. Zhang, D.F. (2013), "Studies on the mechanical properties of composite steel pipe concrete column-Steel beam node", Dissertation; Chang'an University, Xi'an, China.
  39. Zhang, Z., Li, G.Q. and Sun, F.F. (2011), "Studies on bending capacity performances on H-shaped steel beams of corrugated web", J. Build. Struct., 32(10), 113-118.

Cited by

  1. Design of a Novel Prefabricated Bolted I-Beam to Box-Column Connection Using Numerical Analysis Under Cyclic Load vol.19, pp.5, 2019, https://doi.org/10.1007/s13296-019-00222-6