Browse > Article
http://dx.doi.org/10.12989/scs.2020.34.3.423

Effect of residual stress and geometric imperfection on the strength of steel box girders  

Jo, Eun-Ji (Department of Civil and Environmental Engineering, Sejong University)
Vu, Quang-Viet (Institute of Research and Development, Duy Tan University)
Kim, Seung-Eock (Department of Civil and Environmental Engineering, Sejong University)
Publication Information
Steel and Composite Structures / v.34, no.3, 2020 , pp. 423-440 More about this Journal
Abstract
In the recent years, steel box girder bridges have been extensively used due to high bending stiffness, torsional rigidity, and rapid construction. Therefore, researches related to this girder bridge have been widely conducted. This paper investigates the effect of residual stresses and geometric imperfections on the load-carrying capacity of steel box girder bridges spanning 30 m and 50 m. A three - dimensional finite element model of the steel box girder with a closed section was developed and analyzed using ABAQUS software. Nonlinear inelastic analysis was used to capture the actual response of the girder bridge accurately. Based on the results of analyses, the superimposed mode of webs and flanges was recommended for considering the influence of initial geometric imperfections of the steel box model. In addition, 4% and 16% strength reduction rates on the load - carrying capacity of the perfect structural system were respectively recommended for the girders with compact and non-compact sections, whose designs satisfy the requirements specified in AASHTO LRFD standard. As a consequence, the research results would help designers eliminate the complexity in modeling residual stresses and geometric imperfections when designing the steel box girder bridge.
Keywords
residual stress; geometric imperfection; steel box girder; nonlinear inelastic analysis; ABAQUS;
Citations & Related Records
Times Cited By KSCI : 24  (Citation Analysis)
연도 인용수 순위
1 AASHTO LRFD (2012), AASHTO LRFD Bridge design specifications C.U.S. Units, American Association of State Highway Transportation Officials; Washington DC, USA.
2 AASHTO / NSBA (2016), Guidelines to Design for Constructability, American Association of State Highway Transportation Officials / National Steel Bridge Alliance, AASHTO Executive Committee; USA.
3 ABAQUS 6.14 (2014), ABAQUS 6.14 Analysis User's Guide, ABAQUS 6.14; Dassault Systemes.
4 ANSI / AISC 360-16 (2016), Specification for Structural Steel Buildings, An American National Standard / American Institute of Steel Construction, Illinois; Chicago, USA.
5 Bas, S. (2019), "Lateral torsional buckling of steel I-beams: Effect of initial geometric imperfection", Steel Compos. Struct., 30(5), 483-492. https://doi.org/10.12989/scs.2019.30.5.483.   DOI
6 Chacon, R., Serrat, M., Real, E. (2012), "The influence of structural imperfections on the resistance of plate girders to patch loading", Thin-Walled Struct., 53, 15-25. https://doi.org/10.1016/j.tws.2011.12.003.   DOI
7 Chica, J.A., Jose, J.T.S., Millanes, F. and Manso, J.M. (2013), "Recommendations on imperfections in the design of plated structural elements of bridges", Constr. Steel Res., 86, 183-194. https://doi.org/10.1016/j.jcsr.2013.04.001   DOI
8 Chun, P.J. and Inoue, J. (2009), "Numerical studies of the effect of residual imperfection on the mechanical behavior of heat-corrected steel plates, and analysis of a further repair method", Steel Compos. Struct., 9(3), 209-221. https://doi.org/10.12989/scs.2009.9.3.209.   DOI
9 Coletti, D., Fan, Z.T., Holt, J. and Vogel, J. (2005), "Practical Steel Tub Girder Design", TRB 2006 Annual Meeting.
10 ECCS (2012), European Convention for Constructional Steelwork, European Committee for Standardization; Belgium.
11 Eom, S.S., Vu, Q.V., Choi, J.H., Papazafeiropoulos, G., 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.   DOI
12 Eurocode 3 (2011), Design of steel structures. Part 1.5: Plated structural elements, European Committee for Standardization; Brussels, Belgium.
13 Graciano, C., Casanova, E. and Martinez, J. (2011), "Imperfection sensitivity of plate girder webs subjected to patch loading", Constr. Steel Res., 67, 1128-1133. https://doi.org/10.1016/j.jcsr.2011.02.006.   DOI
14 Guo, J., Zheng, S., Zhu, J., Tang, Y., Hong, C. (2017), "Study on post-flutter state of streamlined steel box girder based on 2 DOF coupling flutter theory", Wind and Structures, 25(4), 343-360. https://doi.org/10.12989/was.2017.25.4.343.   DOI
15 Hall, D.H., Grubb, M.A. and Yoo, C.H. (1999), "Improved Design Specifications for Horizontally Curved Steel Girder Highway Bridges", 424; Auburn University.
16 Hou, Z., Xia, H., Y. Wang, Zhang, Y. and Zhang, T. (2015), "Dynamic analysis and model test on steel-concrete composite beams under moving loads", Steel Compos. Struct., 18(3), 565-582. https://doi.org/10.12989/scs.2015.18.3.565.   DOI
17 Kim, K. and Yoo, C.H. (2008), "Ultimate strengths of steel rectangular box beams subjected to combined action of bending and torsion", Eng. Struct., 30, 1677-1687. https://doi.org/10.1016/j.engstruct.2007.11.011   DOI
18 Jiang, L., Qi, J., Scanlon, A. and Sun, L. (2013), "Distortional and local buckling of steel-concrete composite box-beam", Steel Compos. Struct., 14(3), 243-265. https://doi.org/10.12989/scs.2013.14.3.243.   DOI
19 Kader, A.A., Korol, R.M. and Mirza, F.A. (1986), "Finite element modeling of stiffened steel box girders with imperfections", Ph.D. Dissertation, McMaster University, Hamilton.
20 Kavehand, A. and Mahjoubi, S. (2017), "Design of multi-span steel box girder using lion pride optimization algorithm", Smart Struct. Syst., 20(5), 607-618. https://doi.org/10.12989/sss.2017.20.5.607.   DOI
21 Kim, J., Kee, S.H., Youn, H. and Kim, D.Y. (2018), "Parameters influencing redundancy of twin steel box-girder bridges", Steel Compos. Struct., 29(4), 437-456. https://doi.org/10.12989/scs.2018.29.4.437.   DOI
22 Li, T.J., Liu, S.W. and Chan, S.L. (2015), "Cross-sectional analysis of arbitrary sections allowing for residual stresses", Steel Compos. Struct., 18(4), 985-1000. https://doi.org/10.12989/scs.2015.18.4.985.   DOI
23 Liu, J., Ding, F.X., Liu, X.M. and Yu, Z.W. (2016), "Study on flexural capacity of simply supported steel-concrete composite beam", Steel Compos. Struct., 21(4), 829-847. https://doi.org/10.12989/scs.2016.21.4.829.   DOI
24 Maiorana, E. and Pellegrino, C. (2018), "Linear elastic behavior of circular holed steel box sections under compression", Int. J. Steel Struct., 18 (3), 1063-1082. https://doi.org/10.1007/s13296-018-0042-x.   DOI
25 Maleki, S., Mohammadinia, P. and Dolati, A. (2016), "Numerical study of steel box girder bridge diaphragms", Earthq. Struct. 11(4), 681-699. https://doi.org/10.12989/eas.2016.11.4.681.   DOI
26 Vu, Q.V., Thai, D.K. and Kim S.E. (2018), "Effect of intermediate diaphragms on the load - carrying capacity of steel - concrete composite box girder bridges", Thin-Wall. Struct., 122, 230-241. https://doi.org/10.1016/j.tws.2017.10.024.   DOI
27 Musa, Y.I. and Diaz, M.A. (2007), "Design Optimization of Composite Steel Box Girder in Flexure", Pract. Period. Struct. Des. Constr., 12(3), 146-152. https://doi.org/10.1061/(ASCE)1084-0680(2007)12:3(146).   DOI
28 Saliba, N.G., Tawk, I. and Gergess, A.N. (2018), "Finite element modeling of rolled steel shapes subjected to weak axis bending", Steel Compos. Struct., 29(2), 161-173. https://doi.org/10.12989/scs.2018.29.2.161.   DOI
29 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), 975-994. https://doi.org/10.12989/scs.2019.33.1.143.
30 Truong, V.H., Papazafeiropoulos, G., Pham, V.T. and Vu, Q.V. (2019), "Effect of multiple longitudinal stiffeners on ultimate strength of steel plate girders", Structures, 22, 366-382. https://doi.org/10.1016/j.istruc.2019.09.002.   DOI
31 Vu, Q.V., Papazafeiropoulos, G., Graciano, C. and Kim S.E. (2019), "Optimum linear buckling analysis of longitudinally multi-stiffened steel plates subjected to combined bending and shear", Thin-Wall. Struct., 136, 235-245. https://doi.org/10.1016/j.tws.2018.12.008.   DOI
32 Vu, Q.V., Truong, V.H, Papazafeiropoulos, G., Graciano, C. and Kim S.E. (2019), "Bend-buckling strength of steel plates with multiple longitudinal stiffeners", Constr. Steel Res., 158, 41-52. https://doi.org/10.1016/j.jcsr.2019.03.006   DOI
33 Zhou, W., Li, S., Jiang, L. and Huang, Z. (2015), "Distortional buckling calculation method of steel-concrete composite box beam in negative moment area", Steel Compos. Struct., 19(5), 1203-1219. https://doi.org/10.12989/scs.2015.19.5.1203.   DOI
34 Zhang, X., Liu, S., Zhao, M. and Chiew, S.P. (2016), "Residual stress of cold-formed thick-walled steel rectangular hollow sections", Steel Compos. Struct. 22(4), 837-853. https://doi.org/10.12989/scs.2016.22.4.837.   DOI
35 Per Granath (1997), "Behavior of slender plate girders subjected to patch loading", Constr. Steel Res., 42 (1), 1-19. https://doi.org/10.1016/S0143-974X(97)00021-7   DOI