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NUMERICAL ANALYSIS OF SQUARE HOLLOW COLUMN-BEAM CONNECTIONS BY ABAQUS

Year 2021, Volume: 22 Issue: 1, 68 - 76, 26.03.2021
https://doi.org/10.18038/estubtda.863386

Abstract

References

  • [1] Sheet IS, Gunasekaran U, MacRae GA. Experimental investigation of CFT column to steel beam connections under cyclic loading. J Constr Steel Res 2013;86:167-82.
  • [2] Erfani S, Asnafi AA, Goudarzi A. Connection of I-beam to box-column by a short stub beam. J Constr Steel Res. 2016;127:136-50.
  • [3] Ataei A, Bradford MA, Valipour HR. Finite element analysis of HSS semi-rigid composite joints with precast concrete slabs and demountable bolted shear connectors. Finite Elem Anal Des 2016;122:16-38.
  • [4] Mou B, Bai Y. Experimental investigation on shear behavior of steel beam-to-CFST column connections with irregular panel zone. Eng Struct 2018;168:487-504.
  • [5] Jiang J, Chen S. Experimental and numerical study of double-through plate connections to CFST column. J Constr Steel Res 2019;153:385-94.
  • [6] Zhang AL, Zhang H, Jiang ZQ, Li C, Liu XC. Low cycle reciprocating tests of earthquake-resilient prefabricated column-flange beam-column joints with different connection forms. J Constr Steel Res 2020;164:105771.
  • [7] Zhou QS, Fu HW, Ding FX, Liu XM, Yu YJ, Wang LP, Yu ZW, Luo L. Seismic behavior of a new through-core connection between concrete-filled steel tubular column and composite beam. J Constr Steel Res 2019;155:107-20.
  • [8] Dunberry E, LeBlanc D, Redwood RG. Cross-section strength of concrete-filled HSS columns at simple beam connections. Can J Civil Eng 1987;3:408-17.
  • [9] Alostaz YM, Schneider SP. Analytical behavior of connections to concrete-filled steel tubes. J Constr Steel Res 1996;40:95-127.
  • [10] Kosteski N, Packer JA. Longitudinal plate and through plate-to-hollow structural section welded connections. J Struct Eng 2003;129:478-86.
  • [11] Hoang VL, Demonceau JF, Jaspart JP. Resistance of through-plate component in beam-to-column joints with circular hollow columns. J Constr Steel Res 2014;92:79-89.
  • [12] HTTPS://EUROCODEAPPLIED.COM/DESIGN/EN1993/STEEL-DESIGN-PROPERTIES
  • [13] Aydin AC.; Ardalani A, Maali M, Kiliç M. Numeric modeling of innovative semi‐rigid connections under cyclic loading. Steel Constr 2020 (accepted for publication). https://onlinelibrary.wiley.com/doi/10.1002/stco.201900037
  • [14] Pirmoz A, Ahadi P, Farajkhah V. Finite element analysis of extended stiffened end plate link‐to‐column connections. Steel Constr 2016;9:46-57.
  • [15] Nzabonimpa JD, Hong WK, Kim J. Nonlinear finite element model for the novel mechanical beam-column joints of precast concrete-based frames. Comp & Struct 2017;189:31-48.
  • [16] ABAQUS Analysis User’s Manual 6.14-2. Dassault Systèmes Simulia Corp., Providence, RI, USA.
  • [17] Nzabonimpa JD, Hong WK. Structural performance of detachable precast composite column joints with mechanical metal plates. Eng Struct 2018;160:366-82.
  • [18] Gholami M, Deylami A, Tehranizadeh M. Seismic performance of flange plate connections between steel beams and box columns. J Constr Steel Res 2013;84:36-48.

NUMERICAL ANALYSIS OF SQUARE HOLLOW COLUMN-BEAM CONNECTIONS BY ABAQUS

Year 2021, Volume: 22 Issue: 1, 68 - 76, 26.03.2021
https://doi.org/10.18038/estubtda.863386

Abstract

In recent years, steel or composite beam-column connections have drawn increasing praise due to the rapid development of assembled steel structures. However, limited researches have paid attention to the analytical behavior of square hollow column-beam joints. This work presents a numerical study on the static and cyclic behavior of the connections between a square hollow steel column and I-beam. Finite element analytical modeling of the joint was performed considering complex contact interactions and material models. Six different connections were evaluated by using ABAQUS. The modeling techniques used in this work, including the mesh and element types, the material properties, and the contact elements, were validated by comparing the numerical results of a through plate connection model with the experimental study results. Good agreement between the test and analytical results was observed in terms of the failure modes and the hysteretic behavior. Based on numerical results, the failure mode, moment-rotation curves for the SHS column to steel beam connections were discussed.

References

  • [1] Sheet IS, Gunasekaran U, MacRae GA. Experimental investigation of CFT column to steel beam connections under cyclic loading. J Constr Steel Res 2013;86:167-82.
  • [2] Erfani S, Asnafi AA, Goudarzi A. Connection of I-beam to box-column by a short stub beam. J Constr Steel Res. 2016;127:136-50.
  • [3] Ataei A, Bradford MA, Valipour HR. Finite element analysis of HSS semi-rigid composite joints with precast concrete slabs and demountable bolted shear connectors. Finite Elem Anal Des 2016;122:16-38.
  • [4] Mou B, Bai Y. Experimental investigation on shear behavior of steel beam-to-CFST column connections with irregular panel zone. Eng Struct 2018;168:487-504.
  • [5] Jiang J, Chen S. Experimental and numerical study of double-through plate connections to CFST column. J Constr Steel Res 2019;153:385-94.
  • [6] Zhang AL, Zhang H, Jiang ZQ, Li C, Liu XC. Low cycle reciprocating tests of earthquake-resilient prefabricated column-flange beam-column joints with different connection forms. J Constr Steel Res 2020;164:105771.
  • [7] Zhou QS, Fu HW, Ding FX, Liu XM, Yu YJ, Wang LP, Yu ZW, Luo L. Seismic behavior of a new through-core connection between concrete-filled steel tubular column and composite beam. J Constr Steel Res 2019;155:107-20.
  • [8] Dunberry E, LeBlanc D, Redwood RG. Cross-section strength of concrete-filled HSS columns at simple beam connections. Can J Civil Eng 1987;3:408-17.
  • [9] Alostaz YM, Schneider SP. Analytical behavior of connections to concrete-filled steel tubes. J Constr Steel Res 1996;40:95-127.
  • [10] Kosteski N, Packer JA. Longitudinal plate and through plate-to-hollow structural section welded connections. J Struct Eng 2003;129:478-86.
  • [11] Hoang VL, Demonceau JF, Jaspart JP. Resistance of through-plate component in beam-to-column joints with circular hollow columns. J Constr Steel Res 2014;92:79-89.
  • [12] HTTPS://EUROCODEAPPLIED.COM/DESIGN/EN1993/STEEL-DESIGN-PROPERTIES
  • [13] Aydin AC.; Ardalani A, Maali M, Kiliç M. Numeric modeling of innovative semi‐rigid connections under cyclic loading. Steel Constr 2020 (accepted for publication). https://onlinelibrary.wiley.com/doi/10.1002/stco.201900037
  • [14] Pirmoz A, Ahadi P, Farajkhah V. Finite element analysis of extended stiffened end plate link‐to‐column connections. Steel Constr 2016;9:46-57.
  • [15] Nzabonimpa JD, Hong WK, Kim J. Nonlinear finite element model for the novel mechanical beam-column joints of precast concrete-based frames. Comp & Struct 2017;189:31-48.
  • [16] ABAQUS Analysis User’s Manual 6.14-2. Dassault Systèmes Simulia Corp., Providence, RI, USA.
  • [17] Nzabonimpa JD, Hong WK. Structural performance of detachable precast composite column joints with mechanical metal plates. Eng Struct 2018;160:366-82.
  • [18] Gholami M, Deylami A, Tehranizadeh M. Seismic performance of flange plate connections between steel beams and box columns. J Constr Steel Res 2013;84:36-48.
There are 18 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Moussa Twızere 0000-0002-0230-3887

Kıvanç Taşkın 0000-0001-8024-4600

Publication Date March 26, 2021
Published in Issue Year 2021 Volume: 22 Issue: 1

Cite

AMA Twızere M, Taşkın K. NUMERICAL ANALYSIS OF SQUARE HOLLOW COLUMN-BEAM CONNECTIONS BY ABAQUS. Eskişehir Technical University Journal of Science and Technology A - Applied Sciences and Engineering. March 2021;22(1):68-76. doi:10.18038/estubtda.863386