DOI QR코드

DOI QR Code

A new replaceable fuse for moment resisting frames: Replaceable bolted reduced beam section connections

  • Ozkilic, Yasin O. (Department of Civil Engineering, Necmettin Erbakan University)
  • Received : 2019.10.23
  • Accepted : 2020.04.13
  • Published : 2020.05.10

Abstract

This paper describes a new type of replaceable fuse for moment resisting frames. Column-tree connections with beam splice connections are frequently preferred in the moment resisting frames since they eliminate field welding and provide good quality. In the column-tree connections, a part of the beam is welded to the column in the shop and the rest of the beam is bolted with the splice connection in the field. In this study, a replaceable reduced beam section (R-RBS) connection is proposed in order to eliminate welding process and facilitate assembly at the site. In the proposed R-RBS connection, one end is connected by a beam splice connection to the beam and the other end is connected by a bolted end-plate connection to the column. More importantly is that the proposed R-RBS connection allows the replacement of the damaged R-RBS easily right after an earthquake. Pursuant to this goal, experimental and numerical studies have been undertaken to investigate the performance of the R-RBS connection. An experimental study on the RBS connection was used to substantiate the numerical model using ABAQUS, a commercially available finite element software. Additionally, five different finite element models were developed to conduct a parametric study. The results of the analysis were compared in terms of the moment and energy absorption capacities, PEEQ, rupture and tri-axiality indexes. The design process as well as the optimum dimensions of the R-RBS connections are presented. It was also demonstrated that the proposed R-RBS connection satisfies AISC criteria based on the nonlinear finite element analysis results.

Keywords

Acknowledgement

This study has been supported by the Department of Scientific Research Projects at Necmettin Erbakan University with the project coded 181219006.

References

  1. Aghaei, M., Forouzan, M.R., Nikforouz, M. and Shahabi, E. (2015), "A study on different failure criteria to predict damage in glass/polyester composite beams under low velocity impact", Steel Compos. Struct., 18(5), 1291-1303. https://doi.org/10.12989/scs.2015.18.5.1291.
  2. AISC (2016a), AISC 341-16, Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL, USA
  3. AISC (2016b), AISC 358-16, Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, American Institute of Steel Construction, Chicago, IL, USA
  4. AISC (2016c), AISC 360-16, Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL, USA
  5. Akrami, V. and Erfani, S. (2015), "Effect of local web buckling on the cyclic behavior of reduced web beam sections (RWBS)", Steel Compos. Struct., 18(3), 641-657. https://doi.org/10.12989/scs.2015.18.3.641.
  6. Ashakul, A. and Khampa, K. (2014), "Effect of plate properties on shear strength of bolt group in single plate connection", Steel Compos. Struct., 16(6), 611-637. https://doi.org/10.12989/scs.2014.16.6.611.
  7. Atashzaban, A., Hajirasouliha, I., Jazany, R.A. and Izadinia, M. (2015), "Optimum drilled flange moment resisting connections for seismic regions", J. Constr. Steel Res., 112, 325-338. https://doi.org/10.1016/j.jcsr.2015.05.013.
  8. Balut, N. and Gioncu, V. (2003), Suggestion for an improved 'dogbone'solution, Proc., Stessa, 129-134.
  9. Bozkurt, M.B., Kazemzadeh Azad, S. and Topkaya, C. (2019), "Development of detachable replaceable links for eccentrically braced frames", Earthq. Eng. Struct. D., 48(10), 1134-1155. https://doi.org/10.1002/eqe.3181.
  10. Bozkurt, M.B. and Topkaya, C. (2017), "Replaceable links with direct brace attachments for eccentrically braced frames", Earthq. Eng. Struct. D., 46(13), 2121-2139. https://doi.org/10.1002/eqe.2896.
  11. Bozkurt, M.B. and Topkaya, C. (2018), "Replaceable links with gusseted brace joints for eccentrically braced frames", Soil Dynam. Earthq. Eng., 115, 305-318. https://doi.org/10.1016/j.soildyn.2018.08.035.
  12. Chegenizadeh, A., Ghadimi, B., Nikraz, H. and Simsek, M. (2014), "A novel two-dimensional approach to modelling functionally graded beams resting on a soil medium", Struct. Eng. Mech., 51(5), 727-741. https://doi.org/10.12989/sem.2014.51.5.727.
  13. Dere, Y. (2016), "Assessing a retrofitting method for existing RC buildings with low seismic capacity in Turkey", J. Perform. Constr. Fac., 31(2), 04016098. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000969.
  14. Ding, F., Tan, L., Liu, X. and Wang, L. (2017), "Behavior of circular thin-walled steel tube confined concrete stub columns", Steel Compos. Struct., 23(2), 229-238. https://doi.org/10.12989/scs.2017.23.2.229.
  15. Dubina D., Stratan A. and Dinu F. (2008), "Dual high-strength steel eccentrically braced frames with removable links", Earthq. Eng. Struct. D., 37(15), 1703-1720. https://doi.org/10.1002/eqe.828.
  16. Elkady, A. (2016), "Collapse risk assessment of steel moment resisting frames designed with deep wide-flange columns in seismic regions", Ph.D. dissertation, McGill University.
  17. Elkady, A. and Lignos, D.G. (2015), "Analytical investigation of the cyclic behavior and plastic hinge formation in deep wideflange steel beam-columns", Bull. Earthq. Eng., 13(4), 1097-1118. https://doi.org/10.1007/s10518-014-9640-y.
  18. El-Tawil, S., Vidarsson, E., Mikesell, T. and Kunnath, S.K. (1999), "Inelastic behavior and design of steel panel zones", J. Struct. Eng., 125(2), 183-193. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:2(183).
  19. Eom, S.S., Vu, Q.V., Choi, J.H., Papazafeiropoulos, G. and Kim, S.E. (2019), "Behavior of composite CFST beam-steel column joints", Steel Compos. Struct., 32(5), 583-594. https://doi.org/10.12989/scs.2019.32.5.583.
  20. Garoosi, A.M., TahamouliRoudsari, M. and Hashemi, B.H. (2018). "Experimental evaluation of rigid connection with reduced section and replaceable fuse", Structures, 16, 390-404. https://doi.org/10.1016/j.istruc.2018.11.010.
  21. Hu, F., Shi, G., Bai, Y. and Shi, Y. (2014), "Seismic performance of prefabricated steel beam-to-column connections", J. Constr. Steel Res., 102, 204-216. https://doi.org/10.1016/j.jcsr.2014.07.012.
  22. Kantar, E. and Anil, O. (2012), "Low velocity impact behavior of concrete beam strengthened with CFRP strip", Steel Compos. Struct., 12(3), 207-230. https://doi.org/10.12989/scs.2012.12.3.207.
  23. Kaufmann E.J., Metrovich B.R. and Pense A.W. (2001), "Characterization of cyclic inelastic strain behavior on properties of A572 Gr. 50 and A913 Gr. 50 rolled sections, ATLSS Report 01-13", National Center for Engineering Research on Advanced Technology for Large Structural Systems, Bethlehem
  24. Kazemzadeh Azad, S. and Topkaya, C. (2017), "A review of research on steel eccentrically braced frames", J. Constr. Steel Res., 128, 53-73. https://doi.org/10.1016/j.jcsr.2016.07.032.
  25. Kazemzadeh Azad, S. and Uy, B. (2020), "Effect of concrete infill on local buckling capacity of circular tubes", J. Constr. Steel Res., 165, 105899. https://doi.org/10.1016/j.jcsr.2019.105899.
  26. Kim, T., Whittaker, A.S., Gilani, A.S.J., Bertero, V.V. and Takhirov, S.M. (2002), "Cover-plate and flange-plate steel moment-resisting connections", J. Struct. Eng., 128(4), 474-482. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:4(474).
  27. Kim, Y.J., Shin, K.J. and Kim, W.J. (2008), "Effect of stiffener details on behavior of CFT column-to-beam connections", Int. J. Steel Struct., 8(2), 119-133.
  28. Kota, S.K., Rama, J.S. and Murthy, A.R. (2019), "Strengthening RC frames subjected to lateral load with Ultra High-Performance fiber reinforced concrete using damage plasticity model", Earthq. Struct., 17(2), 221-232. https://doi.org/10.12989/eas.2019.17.2.221.
  29. Krawinkler, H., Zohrei, M., Lashkari-Irvani, B., Cofie, N.G. and Hadidi-Tamjed, H. (1983), "Recommendations for experimental studies on the seismic behavior of steel components and materials, Report No. 61", The John A. Blume Earthquake Engineering Center, Stanford University, Stanford
  30. Lopez-Arancibia, A., Altuna-Zugasti, A.M., Aldasoro, H.A. and Pradera-Mallabiabarrena, A. (2015), "Bolted joints for singlelayer structures: numerical analysis of the bending behaviour", Struct. Eng. Mech., 56(3), 355-367. https://doi.org/10.12989/sem.2015.56.3.355.
  31. Madenci, E., Ozkilic, Y.O. and Gemi, L. (2020), "Experimental and theoretical investigation on flexure performance of pultruded GFRP composite beams with damage analyses", Compos. Struct., 242, 112162. https://doi.org/10.1016/j.compstruct.2020.112162.
  32. Mahmoudi, F., Dolatshahi, K.M., Mahsuli, M., Nikoukalam, M.T., and Shahmohammadi, A. (2019), "Experimental study of steel moment resisting frames with shear link", J. Constr. Steel Res., 154, 197-208. https://doi.org/10.1016/j.jcsr.2018.11.027.
  33. Mansour N., Christopoulos C. and Tremblay R. (2011). "Experimental validation of replaceable shear links for eccentrically braced steel frames", J. Struct. Eng., 137(10) 1141-1152. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000350.
  34. Mao, C., Ricles, J., Lu, L.W. and Fisher, J. (2001), "Effect of local details on ductility of welded moment connections", J. Struct. Eng., 127(9), 1036-1044. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:9(1036).
  35. Metwally, I.M. (2014), "Three-dimensional finite element analysis of reinforced concrete slabs strengthened with epoxy-bonded steel plates", Adv. Concrete Constr., 2(2), 91-108. ttps://doi.org/10.12989/acc.2014.2.2.091.
  36. Momenzadeh, S., Kazemi, M.T. and Asl, M.H. (2017), "Seismic performance of reduced web section moment connections", Int. J. Steel Struct., 17(2), 413-425. https://doi.org/10.1007/s13296-017-6004-x.
  37. Morshedi, M.A., Dolatshahi, K.M. and Maleki, S. (2017), "Double reduced beam section connection", J. Constr. Steel Res., 138, 283-297. ttps://doi.org/10.1016/j.jcsr.2017.07.013.
  38. Murray, T.M. and Sumner, E.A. (2003), "Steel Design Guide Series 4 Extended end-plate moment connections seismic and wind applications", American Institute of Steel Construction.
  39. Nikoukalam, M.T. 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.
  40. Oh, K., Lee, K., Chen, L., Hong, S. and Yang, Y. (2015), "Seismic performance evaluation of weak axis column-tree moment connections with reduced beam section", J. Constr. Steel Res., 105, 28-38. https://doi.org/10.1016/j.jcsr.2014.10.005.
  41. Oh, K., Li, R., Chen, L., Hong, S.B. and Lee, K. (2014), "Cyclic testing of steel column-tree moment connections with weakened beam splices", Int. J. Steel Struct., 14(3), 471-478. https://doi.org/10.1007/s13296-014-3004-y.
  42. Oh, K., So, J., Ha, H. and Lee, K. (2016), "Seismic performance evaluation of Korean column-tree steel moment connections", Int. J. Steel Struct., 16(4), 1287-1298. https://doi.org/10.1007/s13296-016-0089-5.
  43. Ozkilic, Y.O. (2019), "Numerical study of replaceable reduced beam section with beam splice connection", Proceedings of the 8th International Steel Structures Symposium, Konya, Turkey, October.
  44. Ozkilic, Y.O., Madenci, E. and Gemi, L. (2020), "Tensile and compressive behaviors of the pultruded GRFP lamina", Turkish J. Eng., 4(4), 169-175.
  45. Pachoumis, D.T., Galoussis, E.G., Kalfas, C.N. and Christitsas, A. D. (2009), "Reduced beam section moment connections subjected to cyclic loading : Experimental analysis and FEM simulation", Eng. Struct., 31(1), 216-223. https://doi.org/10.1016/j.engstruct.2008.08.007.
  46. Pachoumis, D.T., Galoussis, E.G., Kalfas, C.N. and Efthimiou, I.Z. (2010), "Cyclic performance of steel moment-resisting connections with reduced beam sections-experimental analysis and finite element model simulation", Eng. Struct., 32(9), 2683-2692. https://doi.org/10.1016/j.engstruct.2010.04.038.
  47. Panto, B., Giresini, L., Sassu, M. and Calio, I. (2017), "Non-linear modeling of masonry churches through a discrete macroelement approach", Earthq. Struct., 12(2), 223-236. https://doi.org/10.12989/eas.2017.12.2.223.
  48. Plumier, A. (1997), "The dogbone: back to the future", Engineering Journal-American Institute of Steel Construction, American Institute Of Steel Construction, Inc., 34, 61-67.
  49. Rahnavard, R., Hassanipour, A. and Siahpolo, N. (2015), "Analytical study on new types of reduced beam section moment connections affecting cyclic behavior", Case Studies in Structural Engineering, 3, 33-51. https://doi.org/10.1016/j.csse.2015.03.001.
  50. Richards, P. (2019), "A repairable connection for earthquakeresisting moment frames", Steel Constr., 12(3), 191-197. https://doi.org/10.1002/stco.201900015.
  51. Roudsari, M.T., Abdollahi, F., Salimi, H., Azizi, S. and Khosravi, A.R. (2015), "The effect of stiffener on behavior of reduced beam section connections in steel moment-resisting frames", Int. J. Steel Struct., 15(4), 827-834. https://doi.org/10.1007/s13296-015-1205-7.
  52. Saleh, A., Zahrai, S.M. and Mirghaderi, S.R. (2016), "Experimental study on innovative tubular web RBS connections in steel MRFs with typical shallow beams", Struct. Eng. Mech., 57(5), 785-808. http://dx.doi.org/10.12989/sem.2016.57.5.785.
  53. Shen, Y. (2009), "Seismic performance of steel moment-resisting frames with nonlinear replaceable links", Ph.D. dissertation.
  54. Shen, Y., Christopoulos, C., Mansour, N. and Tremblay, R. (2010), "Seismic design and performance of steel moment-resisting frames with nonlinear replaceable links", J. Struct. Eng., 137(10), 1107-1117. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000359.
  55. Sofias, C.E., Kalfas, C.N. and Pachoumis, D.T. (2014), "Experimental and FEM analysis of reduced beam section moment endplate connections under cyclic loading", Eng. Struct., 59, 320-329. https://doi.org/10.1016/j.engstruct.2013.11.010.
  56. Song, Y., Uy, B. and Wang, J. (2019), "Numerical analysis of stainless steel-concrete composite beam-to-column joints with bolted flush endplates", Steel Compos. Struct., 33(1), 143-162. https://doi.org/10.12989/scs.2019.33.1.143.
  57. Sophianopoulos, D.S. and Der, A.E. (2011). "Parameters affecting response and design of steel moment frame reduced beam section connections: An overview", Int. J. Steel Struct., 11(2), 133-144. https://doi.org/10.1007/s13296-011-2003-5.
  58. Stratan A. and Dubina D. (2004), "Bolted links for eccentrically braced steel frames", Proceedings of the 5th AISC/ECCS International Workshop: Connections in Steel Structures V. Behaviour, Strength and Design, Delft, The Netherlands, pp. 223-332.
  59. Swati, A.K. and Gaurang, V. (2014), "Study of steel moment connection with and without reduced beam section", Case Studies in Structural Engineering, 1(1), 26-31. https://doi.org/10.1016/j.csse.2014.04.001.
  60. Tahamouli Roudsari, M., Jamshidi K.H. and Zangeneh, M.M. (2018), "Experimental and numerical investigation of IPE reduced beam sections with diagonal web stiffeners", J. Earthq. Eng., 22(4), 533-552. https://doi.org/10.1080/13632469.2016.1234422.
  61. Vatansever, C. and Kutsal, K. (2018), "Effect of bolted splice within the plastic hinge zone on beam-to-column connection behavior", Steel Compos. Struct., 28(6), 767-778. https://doi.org/10.12989/scs.2018.28.6.767.
  62. Wang, M., Shi, Y. and Wang, Y. (2015). "Application of steel equivalent constitutive model for predicting seismic behavior of steel frame", Steel Compos. Struct., 19(5), 1055-1075. https://doi.org/10.12989/scs.2015.19.5.1055.
  63. Xu, Y., Lu, L. and Zheng, H. (2018), "Parametric study of weakaxis beam-to-column composite connections with asymmetrical reduced beam section", Int. J. Steel Struct., Korean Society of Steel Construction, (0123456789).
  64. Zahrai, S.M., Mirghaderi, S.R. and Saleh, A. (2017a), "Increasing plastic hinge length using two pipes in a proposed web reduced beam section, an experimental and numerical study", Steel Compos. Struct., 23(4), 421-433. https://doi.org/10.12989/scs.2017.23.4.421.
  65. Zahrai, S.M., Mirghaderi, S.R. and Saleh, A. (2017b), "Tubular Web Reduced Beam Section (TW-RBS) connection, a numerical and experimental study and result comparison", Steel Compos. Struct., 23(5), 571-583. https://doi.org/10.12989/scs.2017.23.5.571
  66. Zareia, A., Vaghefi, M. and Fiouz, A.R. (2016), "Numerical investigation seismic performance of rigid skewed beam-tocolumn connection with reduced beam section", Struct. Eng. Mech., 57(3), 507-528. https://doi.org/10.12989/sem.2016.57.3.507.
  67. Zhang, X. and Ricles, J.M. (2006), "Seismic behavior of reduced beam section moment connections to deep columns", J. Struct. Eng., 132(3), 358-367. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:3(358).

Cited by

  1. Optimized stiffener detailing for shear links in eccentrically braced frames vol.39, pp.1, 2020, https://doi.org/10.12989/scs.2021.39.1.035
  2. Hybrid Krill Herd-ANN Model for Prediction Strength and Stiffness of Bolted Connections vol.11, pp.6, 2020, https://doi.org/10.3390/buildings11060229
  3. Experimental analysis of shear deficient reinforced concrete beams strengthened by glass fiber strip composites and mechanical stitches vol.40, pp.2, 2020, https://doi.org/10.12989/scs.2021.40.2.267
  4. Numerical evaluation of effects of shear span, stirrup spacing and angle of stirrup on reinforced concrete beam behaviour vol.79, pp.3, 2021, https://doi.org/10.12989/sem.2021.79.3.309