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Anti-Seismic Behavior of Welded Box Section Column Considering Welding Residual Stress at High Temperature

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Języki publikacji
EN
Abstrakty
EN
To study the anti-seismic performance of steel structure under high temperature, the finite element analysis software ABAQUS was used to study the seismic performance of Q235 steel welded box section column at service stage under normal temperature and high temperature fire. The effects of welding residual stress, slenderness ratio, width thickness ratio and axial load level on the hysteretic behavior of columns were analyzed and the stable bearing capacity and hysteretic performance of the column under high temperature were investigated. The results show that the maximum bearing capacity of the column decreases with the increase of the residual stress peak value. With the increase of temperature, a decrease in the maximum bearing capacity of columns under constant axial force and horizontal cyclic load and an increase in the ductility occur.
Twórcy
autor
  • Beijing Construction Engineering Group Co. Ltd, Beijing, China
autor
  • Department of Civil Engineering, China Agricultural University, Beijing, China
autor
  • Department of Civil Engineering, China Agricultural University, Beijing, China
autor
  • Beijing Construction Engineering Group Co. Ltd, Beijing, China
Bibliografia
  • [1] G.Q. L, J. Li, X.Z. Su, Seismic Design of Building Structures, China Construction Industry Press, Beijing (2008).
  • [2] G.Q. Li, S.Y. Zu, Ultimate Bearing Capacity of Axially Compressed Steel Members Under High Temperature. Building Structure 09, 23-25 (1993). DOI: https://doi.org/10.19701/j.jzjg.1993.09.007
  • [3] K.C. Yang, H.H. Lee, O. Chan, Experimental Study of Fire-Resistant Steel H-Columns at Elevated Temperature. J. Constr. Steel. Res. 62 (6), 544-553 (2006). DOI: https://doi.org/10.1016/j.jcsr.2005.09.008
  • [4] J. Zhang, Research on Residual Stress and Mechanical Behavior of High Strength Q690 Steel Welded Section Column After Fire. PhD thesis, Chongqing University, China (2019).
  • [5] Y. Fukumoto, H. Kusama, Local Instability Tests of Plate Elements Under Cyclic Uniaxial Loading. J. Struct. Eng. 111 (5), 1051-1067 (1985). DOI: https://doi.org/10.1061/(ASCE)0733-9445(1985)111:5(1051)
  • [6] H. Kuwamura, B. Kato, Inelastic Behavior of High Strength Steel Members with Low Yield Ratio, in: Proc. of the Pacific Structural Steel Conference. N.S.W, Australian Institute of Steel Construction, Australia, 429-437 (1989).
  • [7] S.B. Gao, T. Usami, H. B. Ge, Eccentrically Loaded Steel Columns Under Cyclic In-Plane Loading. J. Struct. Eng. 126 (8), 964-973(2000). DOI: https://doi.org/10.1061/(ASCE)0733-9445(2000)126:8(974)
  • [8] S.B. Gao, T. Usami, H.B. Ge, Eccentrically Loaded Steel Columns Under Cyclic Out-of-Plane Loading. J. Struct. Eng. 126 (8), 974-981 (2000). DOI: https://doi.org/10.1061/(ASCE)0733-9445(2000)126:8(974)
  • [9] Z.T. Hu, Q. Gu, Research on Hysteretic Behavior of Eccentrically Compressed Members Under Cyclic Loading. Building Structure 02, 10-12 (2002). DOI: https://doi.org/10.19701/j.jzjg.2002.02.003
  • [10] Z.T. Hu, Nonlinear Bending Torsion Related Buckling of Steel Members Subjected to Cyclic Loading. PhD thesis, Xi’an University of Architecture and Technology, China (2001).
  • [11] Z.T. Hu, Q. Gu, Nonlinear Flexural Torsional Buckling of Compression Bending Members Under Cyclic Loading. J. Building Structures 23 (3), 14-18 (2002). DOI: https://doi.org/10.3321/j.issn:1000-6869.2002.03.003
  • [12] M. Nakashima, D. Liu, Instability and Complete Failure of Steel Columns Subjected to Cyclic Loading. J. Eng. Mech. 131 (6), 559-567 (2005). DOI: https://doi.org/10.1061/(ASCE)0733-9399(2005)131:6(559)
  • [13] T. Liu, Research on Stability Bearing Capacity and Hysteretic Behavior of Box Section Members. PhD thesis, Tsinghua University, China (2005).
  • [14] Y.J. Shi, M. Wang, Y.Q. Wang, Constitutive Model of Structural Steel Under Cyclic Loading. Eng. Mech. 29 (09), 92-98 (2012). DOI: https://doi.org/10.6052/j.issn.1000-4750.2010.09.0711
  • [15] Ministry of housing and urban rural development of the people’s Republic of China, Code for Seismic Design of Buildings GB 50011-2010, China Construction Industry Press, Beijing (2010).
  • [16] G.Q. Li, Y.B. Wang, S.W. Chen, W. Cui, F.F. Sun. Experimental Study on Q460C High Strength Structural Steel Welded H-Shaped and Box Section Columns Under Low Cyclic Loading. J. Building Structures 34 (03), 80-86 (2013). DOI: https://doi.org/10.14006/j.jzjgxb.2013.03.007
  • [17] Ministry of housing and urban rural development of the people’s Republic of China, Standard for Design of Steel Structures GB 50017-2017, China Construction Industry Press, Beijing (2018).
  • [18] European Committee for Standardization, ENV 1993-1-2 Eurocode 3: Design of Steel Structures-Part 1.2: Structural Fire Design, 1993.
  • [19] J. Jiang, S.P. Chiew, C.K. Lee, P.L.Y. Tiong, An Experimental Study on Residual Stresses of High Strength Steel Box Columns. J. Constr. Steel Res. 130 (2017). DOI: https://doi.org/10.1016/j.jcsr.2016.11.025
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-82e289ff-a7b6-45dd-9904-da9fd9ce8fa3
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