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Experimental and numerical studies of miniature bar-typed structural fuses with Teflon pads

  • Yang, Sen (School of Civil Engineering, Shanghai University) ;
  • Liu, Yan (Department of Civil Engineering, Meijo University) ;
  • Lin, Yu (College of Civil Engineering, Nanjing Forestry University) ;
  • Guan, Dongzhi (School of Civil Engineering, Southeast University) ;
  • Ge, Hanbin (Department of Civil Engineering, Meijo University) ;
  • Guo, Zhengxing (School of Civil Engineering, Southeast University) ;
  • Liu, Wenguang (School of Civil Engineering, Shanghai University)
  • 투고 : 2020.11.26
  • 심사 : 2021.10.24
  • 발행 : 2021.11.25

초록

Many studies have proved that structural fuses could improve the seismic performance of structures efficiently. A structural fuse named the miniature bar-typed structural fuse (MBSF) has been proposed and investigated by the authors, which consists of a central core bar, a confining tube. To further improve the mechanic performances of the MBSFs under compressive loadings, Teflon pads are introduced to adjust the contact and friction status between the core bar and the confining tube. Three groups of specimens were discussed including the specimen with a single cutting line (SC), the specimen with double cutting lines (DC), and the specimen with triple cutting lines (TC). The results show that the hysteretic performances of the fuses are improved with the help of Teflon pads. The compression strength adjustment factor declines when Teflon pads are appended. Numerical and theoretical analyses are also conducted which expounded the effect of the Teflon pads. Different plastic buckling deformation principles of the core bars are compared by the theoretical analysis. It is shown that Shanley's theory fits the numerical results well, which is recommended for the theoretical calculation of the proposed MBSFs.

키워드

과제정보

The authors gratefully acknowledge the financial support provided by China Postdoctoral Science Foundation (Grant No.2020M681265) and the National Natural Science Foundation of China (Grant No.51808109).

참고문헌

  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. Andisheh, K., Liu, R., Palermo, A. and Scott, A. (2018), "Cyclic behavior of corroded fuse-type dissipaters for posttensioned rocking bridges", J. Bridge Eng., 23(4), 04018008. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001197.
  4. 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. https://doi.org/10.12989/scs.2013.14.5.547.
  5. Chen, X., Ge, H.B. and Usami, T. (2011), "Seismic demand of buckling-restrained braces installed in steel arch bridges under repeated earthquakes", J. Earthq. Tsunami, 5(2), 119-150. https://doi.org/10.1142/S1793431111000942.
  6. Christopoulos, C., Filiatrault, A., Uang, C.M. and Folz, B. (2002), "Posttensioned energy dissipating connections for momentresisting steel frames", Eng. Struct., 128(9), 1111-1120. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:9(1111).
  7. Dehghani, M. and Tremblay, R. (2017), "An analytical model for estimating restrainer design forces in bolted buckling-restrained braces", J. Constr. Steel Res., 138, 608-620. https://doi.org/10.1016/j.jcsr.2017.07.007.
  8. El-Bahey, S. and Bruneau, M. (2011), "Buckling restrained braces as structural fuses for the seismic retrofit of reinforced concrete bridge bents", Eng. Struct., 33(3), 1052-1061. https://doi.org/10.1016/j.engstruct.2010.12.027.
  9. Fan, X.W., Xu, L.H. and Li, Z.X. (2020), "Seismic performance evaluation of steel frames with pre-pressed spring self-centering braces", J. Constr. Steel Res., 167(4). https://doi.org/10.1016/j.jcsr.2019.105761.
  10. Feng, P., Qiang, H.L. and Ye, L.P. (2017), "Discussion and definition on yield points of materials, members and structures", Eng. Mech., 34(3) 36-46. (In Chinese)
  11. Fintel, M. and Ghosh, S.K. (1981), "The Structural fuse: an inelastic approach to seismic design of buildings", Civ. Eng., 51, 48-51.
  12. Galambos, T.V. and Surovek, A.E. (2008), Structural Stability of Steel: Concepts and Applications for Structural Engineers, John Wiley & Sons.
  13. GB50017-2017 (2017), Code for design of steel structures, Chinese Ministry of housing and urban rural development, China.
  14. Genna, F. and Bregoli, G. (2014), "Small amplitude elastic buckling of a beam under monotonic axial loading, with frictionless contact against movable rigid surfaces", J. Mech. Mat. Struct., 9(4), 441-463. https://doi.org/10.2140/jomms.2014.9.441.
  15. Genna, F. and Gelfi, P. (2012a), "Analysis of the lateral thrust in bolted steel buckling-restrained braces. I: experimental and numerical results", J. Struct. Eng., 138(10), 1231-1243. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000558.
  16. Genna, F. and Gelfi, P. (2012b), "Analysis of the lateral thrust in bolted steel buckling-restrained braces. II: engineering analytical estimates". J. Struct. Eng., 138(10), 1244-1254. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000564.
  17. Guan, D.Z., Yang, S., Liu, Y., Ge, H.B. and Guo, Z.X. (2020a), "Concept and behaviour of all-steel miniature bar-typed structural fuses with torsional effect", J. Constr. Steel Res., 164. https://doi.org/10.1016/j.jcsr.2019.105795.
  18. Guan, D.Z., Yang, S., Jia, L.J. and Guo, Z.X. (2020b), "Development of miniature bar-typed structural fuses with cold formed bolted connections", Steel Compos. Struct., 164(1). https://doi.org/10.12989/scs.2020.34.1.053.
  19. Guan, D.Z., Yang S., Wang Z.Q., Jia L.J., Ge H.B. and Guo Z.X. (2020c), "Concept and behaviour of miniature bar-typed structural fuses with eccentricity", J. Constr. Steel Res., 166(4). https://doi.org/10.1016/j.jcsr.2019.105923.
  20. Jia, L.J., Koyama, T. and Kuwamura H. (2014a), "Experimental and numerical study of post buckling ductile fracture of heat-treated SHS stub columns", J. Struct. Eng., 140(7). https://doi.org/10.1061/(ASCE)ST.1943-541X.0001056.
  21. Jia, L.J. and Kuwamura, H. (2014b), "Ductile fracture simulation of structural steels under monotonic tension", J. Struct. Eng., 140. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000944.
  22. Jia, L.J. and Kuwamura, H. (2014c), "Prediction of cyclic behaviors of mild steel at large plastic strain using coupon test results", J. Struct. Eng., 140(2). https://doi.org/10.1061/(ASCE)ST.1943-541X.0000848.
  23. 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.
  24. Ke, K. and Yam, M.C.H. (2016), "Energy-factor-based damage-control evaluation of steel MRF systems with fuses", Steel Compos. Struct., 22(3), 589-611. https://doi.org/10.12989/scs.2016.22.3.589
  25. Li, L., Mander, J.B. and Dhakal, R.P. (2008), "Bidirectional cyclic loading experiment on a 3d beam-column joint designed for damage avoidance", J. Struct. Eng., 134(11), 1733-1742. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:11(1733).
  26. Liu, Y., Wang, C.L. and Wu, J. (2018), "Development of a new partially restrained energy dissipater: Experimental and numerical analyses", J. Constr. Steel Res., 147, 367-379. https://doi.org/10.1016/j.jcsr.2018.04.023.
  27. Mander, J.B. and Cheng, C. (1997), "Seismic resistance of bridge piers based on damage avoidance design", Technical Report Nceer, 97-0014, ISSN: 1088-3800.
  28. Miller, D.J., Fahnestock, L.A. and Eatherton, M.R. (2012), "Development and experimental validation of a nickel-titanium shape memory alloy self-centering buckling-restrained brace", Eng. Struct., 40, 288-298. https://doi.org/10.1016/j.engstruct.2012.02.037.
  29. Pampanin, S. (2015), "Towards the 'ultimate earthquake-proof' building: development of an integrated low-damage system", Perspectives on European Earthquake Engineering and Seismology, 39(2), 321-358. https://doi.org/10.1007/978-3-319-16964-4_13.
  30. Qiu, C.X. and Zhu, S.Y. (2017), "Performance-based seismic design of self-centering steel frames with SMA-based braces", Eng. Struct., 130(1), 67-82. https://doi.org/10.1016/j.engstruct.2016.09.051.
  31. Sarti, F., Palermo, A. and Pampanin, S. (2016), "Fuse-type external replaceable dissipaters: experimental program and numerical modeling", Eng. Struct., 142(12), 04016134. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001606.
  32. Shanley, F.R. (1947), "Inelastic Column Theory", J. Aeronautical Sciences, 14(5), 261-267. https://doi.org/10.2514/8.1346
  33. Timoshenko, S.P. (1963), Theory of Elastic Stability (2nd Edition), McGraw-Hill Book Company.
  34. Wada, A., Connor, J.J. and Kawai H. (1992), "Damage tolerant structures", Fifth U.S.-Japan Workshop on Improvement of Seismic Design and Construction Practices, San Diego, California.
  35. Wang, C.L., Wu, J., Liu, Y. and Zhou, L. (2018), "Experimental and numerical studies on hysteretic behavior of all-steel bamboo-shaped energy dissipaters", Eng. Struct., 165, 38-49. https://doi.org/10.1016/j.engstruct.2018.02.078.
  36. White, S.L. (2014), "Controlled damage rocking systems for accelerated bridge construction", Master's Dissertation, University of Canterbury, Christchurch.
  37. Xiang, P., Shi, M.Z., Jia, L.J., Wu, M.E. and Wang, C.L. (2018), "Constitutive model of aluminum under variable-amplitude cyclic loading and its application to buckling-restrained braces", J. Mater. Civ. Eng., 30(3). https://doi.org/10.1061/(ASCE)MT.1943-5533.0002183.
  38. Yang, S., Guan, D.Z., Jia, L.J, Guo, Z.X. and Guo, H.B. (2019), "Local bulging analysis of a restraint tube in a new buckling-restrained brace", J. Constr. Steel Res., 161, 98-113. https://doi.org/10.1016/j.jcsr.2019.06.014.
  39. Zhang, Z., Fleischman, R.B., Restrepo, J.I., Guerrini, G., Nema, A., Zhang, D.C., Shakya, U., Tsampras, G. and Sause, R. (2018), "Shake-table test performance of an inertial force-limiting floor anchorage system", Earthq. Eng. Struct. D., 47(10), 1987-2011. https://doi.org/10.1002/eqe.3047.
  40. 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.