DOI QR코드

DOI QR Code

Development of miniature bar-type structural fuses with cold formed bolted connections

  • Guan, Dongzhi (School of Civil Engineering, Southeast University) ;
  • Yang, Sen (School of Civil Engineering, Southeast University) ;
  • Jia, Liang-Jiu (Department of Disaster Mitigation for Structures, Tongji University) ;
  • Guo, Zhengxing (School of Civil Engineering, Southeast University)
  • Received : 2019.01.24
  • Accepted : 2019.12.08
  • Published : 2020.01.10

Abstract

A novel all-steel miniature bar-type structural fuse (MBSF) with cold formed bolted connections is developed in this study, which consists of a central energy dissipation core cut from a smooth round bar, an external confining tube and nuts. Three types of cross sections for the central energy dissipation core, i.e., triple-cut, double-cut and single-cut cross sections, were studied. Totally 18 specimens were axially tested under either symmetric or asymmetric cyclic loading histories, where the parameters such as cut cross sectional area ratio, length of the yielding portion and cross sectional type were investigated. Numerical simulation of 2 representative specimens were also conducted. An analytical model to evaluate the bending failure at the elastic portion was proposed, and a design method to avoid this failure mode was also presented. The experimental results show that the proposed MBSFs exhibit satisfactory hysteretic performance under both the two cyclic loading histories. Average strain values of 8% and 4% are found to be respectively suitable for designing the new MBSFs as the ultimate strain under the symmetric and asymmetric cyclic loadings.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China, Central Universities, Natural Science Foundation of Jiangsu

This work was supported by the Key R&D Program of China (No. 2017YFC0703607, No. 2016YFC0701703), National Natural Science Foundation of China (No. 51678136, No. 51508401 and No. 51808109), the Fundamental Research Funds for the Central Universities, and the Natural Science Foundation of Jiangsu (BK20180385).

References

  1. ABAQUS (2013), ABAQUS/Analysis User's Manual-version 6.13. Inc., Pawtucket, Rhode Island.
  2. AISC341-10 (2010), Seismic provisions for structural steel buildings, American Institute of Steel Construction, Chicago, Illinois.
  3. Amaris Mesa, A. (2010), "Developments of advanced solutions for seismic resisting precast concrete frames", Ph.D. Thesis; University of Canterbury, Christchurch, New Zealand.
  4. ASCE41-06 (2007), Seismic rehabilitation of existing buildings, American society of civil engineers, Reston, VA.
  5. 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., 14(14), 547-569. http://dx.doi.org/10.12989/scs.2013.14.5.547.
  6. Chen, Q., Wang, C.L., Meng, S. and Zeng, B. (2016), "Effect of the unbonding materials on the mechanic behavior of all-steel buckling-restrained braces", Eng. Struct., 111, 478-493. https://doi.org/10.1016/j.engstruct.2015.12.030.
  7. Christopoulos, C., Filiatrault, A., Uang, C.M. and Folz, B. (2002), "Posttensioned energy dissipating connections for momentresisting steel frames", J. Struct. Eng., 128(9), 1111-1120. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:9(1111).
  8. Fleischman, R.B. and Seeber, P.E.K. (2016), "New construction for resilient cities: the argument for sustainable low damage precast/prestressed concrete building structures in the 21st century", Sci. Iran., 23(4), 1578-1593.
  9. Ghosh, S.K., Nakaki, S.D. and Krishnan, K. (1997), "Precast structures in regions of high seismicity: 1997 UBC design provisions", PCI J., 42(6), 76-91.
  10. Gorgun, H. (2018), "An experimental study of the behaviour of double sided bolted billet connections in precast concrete frames", Steel Compos. Struct., 29(5), 603-622. https://doi.org/10.12989/scs.2018.29.5.603.
  11. Guan, D., Guo, Z., Xiao, Q. and Zheng, Y. (2016), "Experimental study of a new beam-to-column connection for precast concrete frames under reversal cyclic loading", Adv. Struct. Eng., 19(3), 529-545. https://doi.org/10.1177/1369433216630122.
  12. Guan, D., Jiang, C., Guo, Z. and Ge, H.B. (2018), "Development and seismic behavior of precast concrete beam-to-column connections", J. Earthq. Eng., 22(2), 234-256. https://doi.org/10.1080/13632469.2016.1217807.
  13. Huang, S. (2016), "Research on mechanical connection of 500 MPa high strength rebars", M.S. Thesis; Nanjing University of Aeronautics and Astronautics, Nanjing, China. (In Chinese)
  14. Jia, L.J., Dong, Y., Ge, H.B., Kondo, K. and Xiang, P. (2019), "Experimental study on high-performance buckling-restrained braces with perforated core plates", Int. J. Struct. Stab. D., 19(1), 1940004. https://doi.org/10.1142/S0219455419400042.
  15. Jia, L.J., Ge, H.B., Maruyama, R. and Shinohara, K. (2017), "Development of a novel high-performance all-steel fish-bone shaped buckling-restrained brace", Eng. Struct., 138, 105-119. https://doi.org/10.1016/j.engstruct.2017.02.006.
  16. Jia, L.J., Ge, H.B., Xiang, P. and Liu, Y. (2018a), "Seismic performance of fish-bone shaped buckling-restrained braces with controlled damage process", Eng. Struct., 169, 141-153. https://doi.org/10.1016/j.engstruct.2018.05.040.
  17. Jia, L.J., Li, R.W., Xiang, P., Zhou, D.Y. and Dong, Y. (2018b), "Resilient steel frames installed with self-centering dual-steel buckling-restrained brace", J. Constr. Steel Res., 149, 95-104. https://doi.org/10.1016/j.jcsr.2018.07.001.
  18. Jia, L.J., Koyama, T. and Kuwamura, H. (2014a), "Experimental and numerical study of postbuckling ductile fracture of heattreated SHS stub columns", J. Struct. Eng., 140(7), 04014044. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001056.
  19. Jia, L.J. and Kuwamura, H. (2014b), "Ductile fracture simulation of structural steels under monotonic tension", J. Struct. Eng., 140(5), 04013115. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000944.
  20. Jia, L.J. and Kuwamura, H. (2014), "Prediction of cyclic behaviors of mild steel at large plastic strain using coupon test results", J. Struct. Eng., 140(2), 04013056. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000848.
  21. Jia, L.J. and Kuwamura, H. (2015), "Ductile fracture model for structural steel under cyclic large strain loading", J. Constr. Steel Res., 106, 110-121. https://doi.org/10.1016/j.jcsr.2014.12.002.
  22. Kato, T., Jia, L.J. and Ge, H.B. (2015), "Investigation on the influence of different ductile fracture parameters X for analysis conditions", Annual Meeting of the Architectural Institute of Japan, Okayama, Japan.
  23. Mander, T., Rodgers, G., Chase, J., Mander, J.B., Macrae, G. and Dhakal, R. (2009), "A damage avoidance design steel beamcolumn moment connection using high-force-to-volume dissipators", J. Struct. Eng., 135(11), 1390-1397. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000065.
  24. Marriott, D., Pampanin, S. and Palermo, A. (2009), "Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters", Earthq. Eng. Struct. D., 38(3), 331-354. https://doi.org/10.1002/eqe.857.
  25. Morgen, B.G. and Kurama, Y.C. (2007), "Seismic design of friction-damped precast concrete frame structures", J. Struct. Eng., 133(11), 1501-1511. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:11(1501).
  26. Nikoukalam, M. and Dolatshahi, K.M. (2015), "Development of structural shear fuse in moment resisting frames", J. Constr. Steel Res., 114, 349-361. https://doi.org/10.1016/j.jcsr.2015.08.008
  27. Oktavianus, Y., Goldsworthy, H.M., Gad, E. and Fernando, S. (2019), "The influence of key design parameters on the cyclic axial behavior of innovative replaceable buckling restrained fuses (RBRFs)", J. Earthq. Eng., 23(7), 1092-1114. https://doi.org/10.1080/13632469.2017.1351410.
  28. Pampanin, S. (2005), "Emerging solutions for high seismic performance of precast/prestressed concrete buildings", J. Adv. Concr. Technol., 3(2), 207-223. https://doi.org/10.3151/jact.3.207.
  29. Ping, X., Jia, L. J., Ke, K., Chen, Y. and Ge, H.B. (2017), "Ductile cracking simulation of uncracked high strength steel using an energy approach", J. Constr. Steel Res., 138, 117-130. https://doi.org/10.1016/j.jcsr.2017.07.002.
  30. Sarti, F., Smith, T., Palermo, A., Pampanin, S. and Carradine, D. (2013), "Experimental and analytical study of replaceable buckling-restrained fused-type (BRF) mild steel dissipaters", New Zealand Society for Earthquake Engineering Annual Conference, Wellington, New Zealand.
  31. Wada, A., Huang, Y.H. and Iwata, M. (2000), "Passive damping technology for buildings in Japan", Prog. Struct. Eng. Mat., 2(3), 335-350. https://doi.org/10.1002/1528-2716(200007/09)2:3<335::AID-PSE40>3.0.CO;2-A.
  32. Wang, C.L., Quan, C., Zeng, B. and Meng, S. (2017), "A novel brace with partial buckling restraint: An experimental and numerical investigation", Eng. Struct., 150, 190-202. https://doi.org/10.1016/j.engstruct.2017.06.031.
  33. White, S.L. (2014). "Controlled damage rocking systems for accelerated bridge construction", M.S. Thesis; University of Canterbury, Christchurch, New Zealand.
  34. Xiang, P., Shi, M., Jia, L.J., Wu, M. and Wang, C.L. (2017), "Constitutive model of aluminum under variable-amplitude cyclic loading and its application to buckling-restrained braces", J. Mater. Civ. Eng., 30(3), 04017304. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002183.
  35. Xing, H. (2004), "Research on the mechanical behavior of the parallel thread rebar splicing with rolled thread ends and its application", M.S. Thesis; Dalian University of Technology, Dalian, China. (In Chinese)
  36. Zhou, Z., He, X. T., Wu, J., Wang, C.L. and Meng, S.P. (2014), "Development of a novel self-centering buckling-restrained brace with BFRP composite tendons", Steel Compos. Struct., 16(5), 491-506. https://doi.org/10.12989/scs.2014.16.5.491.

Cited by

  1. Hybrid Krill Herd-ANN Model for Prediction Strength and Stiffness of Bolted Connections vol.11, pp.6, 2020, https://doi.org/10.3390/buildings11060229