Steel and Composite Structures

  • 제24권6호
  • /
  • Pages.643-658
  • /
  • 2017
  • /
  • 1229-9367(pISSN)
  • /
  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Simplified criteria for finite element modelling of European preloadable bolts

  • D'Aniello, Mario (Department of Structures for Engineering and Architecture, University of Naples "Federico II") ;
  • Cassiano, David (ISISE, University of Coimbra) ;
  • Landolfo, Raffaele (Department of Structures for Engineering and Architecture, University of Naples "Federico II")
  • 투고 : 2016.08.09
  • 심사 : 2017.05.22
  • 발행 : 2017.08.30
⟨ 이전 논문 다음 논문 ⟩

초록

High strength preloadable bolt assemblies are commonly adopted in beam-to-column bolted connections. Nowadays, two systems of high strength preloadable grade 10.9 bolt assembly are recommended in Europe for structural applications, namely HR and HV, which are characterized by different failure modes. Recently, experimental tests performed on HR and HV bolt assemblies highlighted that the type of bolt assembly may significantly influence the joint response. Therefore, the accuracy of numerical modelling of bolt assemblies is crucial to simulate effectively the non-linear behaviour of bolted joints with either failure mode 2 or mode 3 of the bolt rows. In light of these considerations, this present paper describes and discusses some modelling criteria for both HR and HV bolts to be implemented in 3D finite element models by finite element analysis and structural designers. The comparison between the calibrated models and experimental results shows the accuracy of the proposed assumptions in simulating all stages of assembly tensile response.

키워드

과제정보

연구 과제 주관 기관 : European Union's Research Fund for Coal and Steel (RFCS)

참고문헌

  1. Abel, M.S.M. (1993), "Four-bolt extended unstiffened moment end-Plate connections", M.Sc. Dissertation; Virginia Polytechnic Institute and State University Blacksburg, Blacksburg, VA, USA.
  2. Aribert, J., Braham, M. and Lachal, A. (2004), "Testing of simple joints and their characterization for structural analysis", J. Const. Steel Res., 60(3), 659-681. https://doi.org/10.1016/S0143-974X(03)00135-4
  3. Barron, J. and Bickford, J.H. (1998), Handbook of Bolts and Bolted Joints: Computing the strength of a fastener, Marcel Dekker, New York, NY, USA.
  4. Broderick, B.M. and Thompson, A.W. (2002), "The response of flush end-plate joints under earthquake loading", J. Const. Steel Res., 58(9), 1161-1175. https://doi.org/10.1016/S0143-974X(01)00073-6
  5. Cassiano, D., D'Aniello, M., Rebelo, C., Landolfo, R. and da Silva, L. (2016), "Influence of seismic design rules on the robustness of steel moment resisting frames", Steel Compos. Struct., Int. J., 21(3), 479-500. https://doi.org/10.12989/scs.2016.21.3.479
  6. D'Aniello, M., Cassiano, D. and Landolfo, R. (2016), "Monotonic and cyclic inelastic tensile response of European preloadable GR10. 9 bolt assemblies", J. Const. Steel Res., 124, 77-90. https://doi.org/10.1016/j.jcsr.2016.05.017
  7. 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. Const. Steel Res., 128, 512-527. https://doi.org/10.1016/j.jcsr.2016.09.017
  8. Da Silva, L.S. and Santiago, A. (2003), Manual de Ligacoes Metalicas, CMM - Associacao Portuguesa de Estruturas Metalicas e Mistas.
  9. Da Silva, L.S., Lima, L., Vellasco, P. and Andrade, S. (2004), "Behaviour of flush end-plate beam to column joints under bending and axial force", Steel Compos. Struct., Int. J., 4(2), 77-94. https://doi.org/10.12989/scs.2004.4.2.077
  10. Dassault (2014), Abaqus 6.14 - Abaqus Analysis User's Manual, Dassault Systemes Simulia Corp.
  11. Della Corte, G., D'Aniello, M. and Landolfo, R. (2013), "Analytical and numerical study of plastic overstrength of shear links", J. Const. Steel Res., 82, 19-32. https://doi.org/10.1016/j.jcsr.2012.11.013
  12. EN 1090-1 (2008), Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components, Brussels, Switzerland.
  13. EN 1993-1-1 (2005), Eurocode 3 - Design of steel structures - Part 1-1: General rules and rules for buildings, Brussels, Switzerland.
  14. EN 1993-1-8 (2005), Eurocode 3 - Design of steel structures - Part 1-8: Design of joints, Brussels, Switzerland.
  15. EN 1998-1 (2004), Eurocode 8 - Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings, Brussels, Switzerland.
  16. EN 14399-3 (2005), High strength structural bolting for preloading - Part 3: System HR - Hexagon bolt and nut assemblies, Brussels, Switzerland.
  17. EN 14399-4 (2005), High strength structural bolting for preloading - Part 4: System HV - Hexagon bolt and nut assemblies, Brussels, Switzerland.
  18. Francavilla, A.B., Latour, M., Piluso, V. and Rizzano, G. (2015), "Simplified finite element analysis of bolted T-stub connection components", Eng. Struct., 100, 656-664. https://doi.org/10.1016/j.engstruct.2015.06.029
  19. Francavilla, A.B., Latour, M., Piluso, V. and Rizzano, G. (2016), "Bolted T-stubs: A refined model for flange and bolt fracture modes", Steel Compos. Struct., Int. J., 20 (2), 267-293. https://doi.org/10.12989/scs.2016.20.2.267
  20. Girao Coelho, A.M. and Bijlaard, F. (2007), "Experimental behaviour of high strength steel end-plate connections", J. Const. Steel Res., 63(9), 1228-1240. https://doi.org/10.1016/j.jcsr.2006.11.010
  21. Grimsmo, E.L., Aalberg, A., Langseth, M. and Clausen, A.H. (2016), "Failure modes of bolt and nut assemblies under tensile loading", J. Const. Steel Res., 126, 15-25. https://doi.org/10.1016/j.jcsr.2016.06.023
  22. Hanus, F., Zilli, G. and Franssen, J.M. (2011), "Experimental tests and analytical models for welds and grade 8.8 bolts under heating and subsequent cooling", J. Struct. Fire Eng., 2(3), 181-194. https://doi.org/10.1260/2040-2317.2.3.181
  23. Ioan, A., Stratan, A., Dubina, D., Poljansek, M., Molina, F.J., Taucer, F., Pegon, P. and Sabau, G. (2016), "Experimental validation of re-centering capability of eccentrically braced frames with removable links", Eng. Struct., 113, 335-346. https://doi.org/10.1016/j.engstruct.2016.01.038
  24. Kwasnieswski, L. (2010), "Nonlinear dynamic simulations of progressive collapse for a multistory building", Eng. Struct., 32(5), 1223-1235. https://doi.org/10.1016/j.engstruct.2009.12.048
  25. Landolfo, R. (2016), "European qualification of seismic resistant steel bolted beam-to-column joints: The Equaljoints project", Proceedings of 1st EU-Sino Workshop on Earthquake-Resistance of Steel Structures, Shanghai, China, October.
  26. Latour, M. and Rizzano, G. (2012), "Experimental behavior and mechanical modeling of dissipative T-stub connections", J. Struct. Eng., 138(2), 170-182. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000435
  27. Latour, M. and Rizzano, G. (2014), "Experimental analysis on the cyclic response of beam to column joints: State-of-the-art at Salerno University", Op. Constr. Build. Tech. J., 8(1), 227-247. https://doi.org/10.2174/1874836801408010227
  28. Latour, M., Rizzano, G., Santiago, A. and Da Silva, L. (2014), "Experimental analysis and mechanical modeling of T-stubs with four bolts per row", J. Const. Steel Res., 101, 158-174. https://doi.org/10.1016/j.jcsr.2014.05.004
  29. Lima, L. (2003), "Comportamento de ligacoes com placa de extremidade em estruturas de aco submetidas a momento fletor e forca axial", Ph.D. Thesis; Pontificia Universidade Catolica do Rio de Janeiro, Rio de Janeiro, Brazil.
  30. Long, L., Yan, Y., Gao, X. and Kang, H. (2016), "Threedimensional finite element simulation and application of highstrength bolts", Steel Compos. Struct., Int. J., 20(3), 501-512. https://doi.org/10.12989/scs.2016.20.3.501
  31. Mays, T.W. (2000), "Application of the finite element method to the seismic design and analysis of large moment end-plate connections", Ph.D. Dissertation; Virginia Polytechnic Institute and State University, Blacksburg, VA, USA.
  32. Pavlovic, M., Heistermann, C., Veljkovic, M., Pak, D., Feldmann, M., Rebelo, C. and Silva, L.S. (2015), "Connections in towers for wind converters, part I: Evaluation of down-scaled experiments", J. Const. Steel Res., 115, 445-457. https://doi.org/10.1016/j.jcsr.2015.09.002
  33. Prinz, G.S., Nussbaumer, A., Borges, L. and Khadka, S. (2014), "Experimental testing and simulation of bolted beam-column connections having thick extended endplates and multiple bolts per row", Eng. Struct., 59, 434-447. https://doi.org/10.1016/j.engstruct.2013.10.042
  34. Sherbourne, A.N. and Bahaari, M.R. (1997), "Finite element prediction of end plate bolted connection behavior. I: Parametric study", J. Struct. Eng., 123(2), 157-164. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:2(157)
  35. Swanson, J.A. (1999), "Characterization of the strength, stiffness, and ductility behavior of t-stub connections", Ph.D. Dissertation; Georgia Institute of Technology, Atlanta, GA, USA.
  36. Swanson, J. and Leon, R. (2001), "Stiffness modelling of bolted tstub connection components", J. Struct. Eng., 127(5), 498-505. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:5(498)
  37. Tartaglia, R. and D'Aniello, M. (2017), "Nonlinear performance of extended stiffened end plate bolted beam-to-column joints subjected to column removal", Open Civil Eng. J., 11, 3-15.
  38. Wade, P.M. (2006), "Characterization of high-strength bolt behavior in bolted moment connections", M.Sc. Dissertation; North Carolina State University, Raleigh, NC, USA.
  39. Wu, Z., Zhang, S. and Jiang, S-F. (2012), "Simulation of Tensile Bolts in Finite Element Modeling of Semi-rigid Beam-tocolumn Connections", Int. J. St. Struct., 12(3), 339-350. https://doi.org/10.1007/s13296-012-3004-8

피인용 문헌

  1. Numerical investigation of semi-rigid connection ultimate capacity vol.71, pp.4, 2017, https://doi.org/10.1590/0370-44672018710031
  2. Stresses and relative stiffness of the head cover bolts in a pump turbine vol.493, pp.None, 2017, https://doi.org/10.1088/1757-899x/493/1/012113
  3. Computation of static stresses of the head cover bolts in a pump turbine vol.493, pp.None, 2017, https://doi.org/10.1088/1757-899x/493/1/012143
  4. Analytical modeling of axial stiffness of tensile bolted joints under concentric external load vol.33, pp.11, 2019, https://doi.org/10.1007/s12206-019-1020-8
  5. Seismic performance evaluation of a novel bolted flush end-plate beam splice connection vol.173, pp.2, 2020, https://doi.org/10.1680/jstbu.18.00087
  6. Nonlinear finite element analysis of mechanical connections splicing precast columns with stiffened laminated metal plates vol.19, pp.6, 2020, https://doi.org/10.1080/13467581.2020.1775604
  7. A Study on the Application of Two Different Material Constitutive Models Used in the FE Simulation of the Cyclic Plastic Behavior of a Steel Beam-Column T-Stub Connection vol.2021, pp.None, 2017, https://doi.org/10.1155/2021/8868015