Connection of a Steel Column Base Plate: Mechanical Behavior and Stiffening Effects
Vol. 8 No. 9 (2022): September
Research Articles
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Doi: 10.28991/CEJ-2022-08-09-02
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Chemseddine Mehdi, B., Boumechra, N., Missoum, A., & Bouchair, A. (2022). Connection of a Steel Column Base Plate: Mechanical Behavior and Stiffening Effects. Civil Engineering Journal, 8(9), 1764–1786. https://doi.org/10.28991/CEJ-2022-08-09-02
[1] Benyelles C.M., Boumechra N., Bouchair A. & Missoum A., (2016). Assembly behavior of a Column Base subjected to a bending moment. Proceedings of International Seminar Innovation and Valorization in Civil Engineering Construction Materials INVACO'2016, 4th edition, Hammamet, Tunisia. (In French).
[2] Cloete, R., & Roth, C. P. (2021). Column base connections under compression and biaxial moments: Experimental and numerical investigations. Journal of Constructional Steel Research, 184. doi:10.1016/j.jcsr.2021.106834.
[3] Asif Bin Kabir, M., Sajid Hasan, A., & Muntasir Billah, A. H. M. (2021). Failure mode identification of column base plate connection using data-driven machine learning techniques. Engineering Structures, 240, 112389. doi:10.1016/j.engstruct.2021.112389.
[4] Hassan, A. S., Torres-Rodas, P., Giulietti, L., & Kanvinde, A. (2021). Strength characterization of exposed column base plates subjected to axial force and biaxial bending. Engineering Structures, 237. doi:10.1016/j.engstruct.2021.112165.
[5] EN 1993-1-8. (2005). Eurocode 3: Design of steel structures-Part 1-8. European Committee for Standardization, Bruxelles, Belgium.
[6] Shi, Y., Shi, G., & Wang, Y. (2007). Experimental and theoretical analysis of the moment-rotation behaviour of stiffened extended end-plate connections. Journal of Constructional Steel Research, 63(9), 1279–1293. doi:10.1016/j.jcsr.2006.11.008.
[7] Merad Boudia, S., Benyelles, C., Boumechra, N., Missoum, A., & Bouchaí¯r, A. Comportement mécanique d'un tronçon en té d'assemblage boulonné avec et sans précontrainte”. Academic Journal of Civil Engineering, 36(1), 538–541. doi:10.26168/ajce.36.1.114.
[8] Da Silva Seco, L., Couchaux, M., Hjiaj, M., & Neves, L. C. (2021). Column base-plates under biaxial bending moment. Engineering Structures, 231. doi:10.1016/j.engstruct.2020.111386.
[9] Latour, M., Piluso, V., & Rizzano, G. (2014). Rotational behaviour of column base plate connections: Experimental analysis and modelling. Engineering Structures, 68, 14–23. doi:10.1016/j.engstruct.2014.02.037.
[10] Díaz, H., Nuñez, E., & Oyarzo-Vera, C. (2020). Monotonic response of exposed base plates of columns: Numerical study and a new design method. Metals, 10(3), 396. doi:10.3390/met10030396.
[11] DeWolf, J. T., & Sarisley, E. F. (1980). Column Base Plates with Axial Loads and Moments. Journal of the Structural Division, 106(11), 2167–2184. doi:10.1061/jsdeag.0005569.
[12] Thambiratnam, D. P., & Paramasivam, P. (1986). Base Plates Under Axial Loads and Moments. Journal of Structural Engineering, 112(5), 1166–1181. doi:10.1061/(asce)0733-9445(1986)112:5(1166).
[13] Astaneh-Asl, A., & Bergsma, G. (1993). Cyclic behavior and seismic design of steel base plates. Structural Engineering in Natural Hazards Mitigation, 409-414, American Society of Civil Engineering (ASCE), United States.
[14] Burda, J. J. (1999). Studies of seismic behavior of steel base plates. University of Nevada, Reno, United States.
[15] Drake, R. M., & Elkin, S. J. (1999). Beam-column base plate design-LRFD method. Engineering Journal-American Institute of Steel Construction, 36, 29-38.
[16] Gomez, I., Deierlein, G., & Kanvinde, A. (2010). Exposed column base connections subjected to axial compression and flexure. Final Report Presented to the American Institute of Steel Construction, Chicago, United States.
[17] Wald F. (1995). Patky Sloupù, Column Base, CVUT, Praha, ISBN 80-01-01337-5, p. 137.
[18] Wald, F., Sokol, Z., & Steenhuis, M. (1996). Proposal of the stiffness design model of the column bases. Connections in Steel Structures III, 249–258. doi:10.1016/b978-008042821-5/50082-1.
[19] Steenhuis, C. M., Wald, F., Sokol, Z., & Stark, J. W. B. (2008). Concrete in compression and base plate in bending. Heron-English Edition, 53(1/2), 51.
[20] Kanvinde, A. M., Grilli, D. A., & Zareian, F. (2012). Rotational Stiffness of Exposed Column Base Connections: Experiments and Analytical Models. Journal of Structural Engineering, 138(5), 549–560. doi:10.1061/(asce)st.1943-541x.0000495.
[21] Picard, A., & Beaulieu, D. (1985). Behaviour of a Simple Column Base Connection. Canadian Journal of Civil Engineering, 12(1), 126–136. doi:10.1139/l85-013.
[22] Jaspart, J. P., & Vandegans, D. (1998). Application of the component method to column bases. Journal of Constructional Steel Research, 48(2–3), 89–106. doi:10.1016/S0143-974X(98)90196-1.
[23] Hon, K. K., & Melchers, R. E. Experimental behavior of steel column bases”. Journal of Constructional Steel Research, 9, 35–50 10 1016 0143–974 88 90055–7.
[24] Ermopoulos, J. C., & Stamatopoulos, G. N. (1996). Mathematical Modelling of Column Base Plate Connections. Journal of Constructional Steel Research, 36(2), 79–100. doi:10.1016/0143-974X(95)00011-J.
[25] Kovács, N., Calado, L., & Dunai, L. (2004). Behaviour of bolted composite joints: Experimental study. Journal of Constructional Steel Research, 60(3–5), 725–738. doi:10.1016/S0143-974X(03)00139-1.
[26] Torres-Rodas, P., Medalla, M., Zareian, F., & Lopez-Garcia, D. (2022). Cyclic behavior and design methodology of exposed base plates with extended anchor bolts. Engineering Structures, 260, 114235. doi:10.1016/j.engstruct.2022.114235.
[27] Lee, D. Y., Goel, S. C., & Stojadinovic, B. (2008). Exposed column-base plate connections bending about weak axis: I. Numerical parametric study. International Journal of Steel Structures, 8(1), 11-27.
[28] Delhomme, F., Debicki, G., & Chaib, Z. (2010). Experimental behaviour of anchor bolts under pullout and relaxation tests. Construction and Building Materials, 24(3), 266–274. doi:10.1016/j.conbuildmat.2009.08.038.
[29] Zhao, Y., Zhang, H., & Nie, Y. (2019). Study of Shear Capacity of Jointed Rock Mass with Prestressed Anchor Bolt. Advances in Civil Engineering, 2019, 1–10. doi:10.1155/2019/6824543.
[30] Razzaghi, J., & Khoshbakht, A. (2015). Numerical evaluation of column base rigidity. International Journal of Steel Structures, 15(1), 39–49. doi:10.1007/s13296-015-3003-7.
[31] Falborski, T., Hassan, A. S., & Kanvinde, A. M. (2020). Column base fixity in steel moment frames: Observations from instrumented buildings. Journal of Constructional Steel Research, 168. doi:10.1016/j.jcsr.2020.105993.
[32] ANSYS Inc., (2015). ANSYS 15.0 Multiphysics Utility (15th Ed.). San Jose, united States.
[33] Benyelles C.M., Boumechra N., Bouchair A. & Missoum A. (2015). Analysis of the Behavior of the Column Base Assembly Subjected to Axial Compression. 554-562, Proceedings of CICOMM 2015 (1st International Conference on Steel and Composite Construction, 25-26 November, 2015, Tlemcen, Algeria. (In French).
[34] Kumar, G., & Samanta, M. (2020). Experimental evaluation of stress concentration ratio of soft soil reinforced with stone column. Innovative Infrastructure Solutions, 5(1). doi:10.1007/s41062-020-0264-6.
[2] Cloete, R., & Roth, C. P. (2021). Column base connections under compression and biaxial moments: Experimental and numerical investigations. Journal of Constructional Steel Research, 184. doi:10.1016/j.jcsr.2021.106834.
[3] Asif Bin Kabir, M., Sajid Hasan, A., & Muntasir Billah, A. H. M. (2021). Failure mode identification of column base plate connection using data-driven machine learning techniques. Engineering Structures, 240, 112389. doi:10.1016/j.engstruct.2021.112389.
[4] Hassan, A. S., Torres-Rodas, P., Giulietti, L., & Kanvinde, A. (2021). Strength characterization of exposed column base plates subjected to axial force and biaxial bending. Engineering Structures, 237. doi:10.1016/j.engstruct.2021.112165.
[5] EN 1993-1-8. (2005). Eurocode 3: Design of steel structures-Part 1-8. European Committee for Standardization, Bruxelles, Belgium.
[6] Shi, Y., Shi, G., & Wang, Y. (2007). Experimental and theoretical analysis of the moment-rotation behaviour of stiffened extended end-plate connections. Journal of Constructional Steel Research, 63(9), 1279–1293. doi:10.1016/j.jcsr.2006.11.008.
[7] Merad Boudia, S., Benyelles, C., Boumechra, N., Missoum, A., & Bouchaí¯r, A. Comportement mécanique d'un tronçon en té d'assemblage boulonné avec et sans précontrainte”. Academic Journal of Civil Engineering, 36(1), 538–541. doi:10.26168/ajce.36.1.114.
[8] Da Silva Seco, L., Couchaux, M., Hjiaj, M., & Neves, L. C. (2021). Column base-plates under biaxial bending moment. Engineering Structures, 231. doi:10.1016/j.engstruct.2020.111386.
[9] Latour, M., Piluso, V., & Rizzano, G. (2014). Rotational behaviour of column base plate connections: Experimental analysis and modelling. Engineering Structures, 68, 14–23. doi:10.1016/j.engstruct.2014.02.037.
[10] Díaz, H., Nuñez, E., & Oyarzo-Vera, C. (2020). Monotonic response of exposed base plates of columns: Numerical study and a new design method. Metals, 10(3), 396. doi:10.3390/met10030396.
[11] DeWolf, J. T., & Sarisley, E. F. (1980). Column Base Plates with Axial Loads and Moments. Journal of the Structural Division, 106(11), 2167–2184. doi:10.1061/jsdeag.0005569.
[12] Thambiratnam, D. P., & Paramasivam, P. (1986). Base Plates Under Axial Loads and Moments. Journal of Structural Engineering, 112(5), 1166–1181. doi:10.1061/(asce)0733-9445(1986)112:5(1166).
[13] Astaneh-Asl, A., & Bergsma, G. (1993). Cyclic behavior and seismic design of steel base plates. Structural Engineering in Natural Hazards Mitigation, 409-414, American Society of Civil Engineering (ASCE), United States.
[14] Burda, J. J. (1999). Studies of seismic behavior of steel base plates. University of Nevada, Reno, United States.
[15] Drake, R. M., & Elkin, S. J. (1999). Beam-column base plate design-LRFD method. Engineering Journal-American Institute of Steel Construction, 36, 29-38.
[16] Gomez, I., Deierlein, G., & Kanvinde, A. (2010). Exposed column base connections subjected to axial compression and flexure. Final Report Presented to the American Institute of Steel Construction, Chicago, United States.
[17] Wald F. (1995). Patky Sloupù, Column Base, CVUT, Praha, ISBN 80-01-01337-5, p. 137.
[18] Wald, F., Sokol, Z., & Steenhuis, M. (1996). Proposal of the stiffness design model of the column bases. Connections in Steel Structures III, 249–258. doi:10.1016/b978-008042821-5/50082-1.
[19] Steenhuis, C. M., Wald, F., Sokol, Z., & Stark, J. W. B. (2008). Concrete in compression and base plate in bending. Heron-English Edition, 53(1/2), 51.
[20] Kanvinde, A. M., Grilli, D. A., & Zareian, F. (2012). Rotational Stiffness of Exposed Column Base Connections: Experiments and Analytical Models. Journal of Structural Engineering, 138(5), 549–560. doi:10.1061/(asce)st.1943-541x.0000495.
[21] Picard, A., & Beaulieu, D. (1985). Behaviour of a Simple Column Base Connection. Canadian Journal of Civil Engineering, 12(1), 126–136. doi:10.1139/l85-013.
[22] Jaspart, J. P., & Vandegans, D. (1998). Application of the component method to column bases. Journal of Constructional Steel Research, 48(2–3), 89–106. doi:10.1016/S0143-974X(98)90196-1.
[23] Hon, K. K., & Melchers, R. E. Experimental behavior of steel column bases”. Journal of Constructional Steel Research, 9, 35–50 10 1016 0143–974 88 90055–7.
[24] Ermopoulos, J. C., & Stamatopoulos, G. N. (1996). Mathematical Modelling of Column Base Plate Connections. Journal of Constructional Steel Research, 36(2), 79–100. doi:10.1016/0143-974X(95)00011-J.
[25] Kovács, N., Calado, L., & Dunai, L. (2004). Behaviour of bolted composite joints: Experimental study. Journal of Constructional Steel Research, 60(3–5), 725–738. doi:10.1016/S0143-974X(03)00139-1.
[26] Torres-Rodas, P., Medalla, M., Zareian, F., & Lopez-Garcia, D. (2022). Cyclic behavior and design methodology of exposed base plates with extended anchor bolts. Engineering Structures, 260, 114235. doi:10.1016/j.engstruct.2022.114235.
[27] Lee, D. Y., Goel, S. C., & Stojadinovic, B. (2008). Exposed column-base plate connections bending about weak axis: I. Numerical parametric study. International Journal of Steel Structures, 8(1), 11-27.
[28] Delhomme, F., Debicki, G., & Chaib, Z. (2010). Experimental behaviour of anchor bolts under pullout and relaxation tests. Construction and Building Materials, 24(3), 266–274. doi:10.1016/j.conbuildmat.2009.08.038.
[29] Zhao, Y., Zhang, H., & Nie, Y. (2019). Study of Shear Capacity of Jointed Rock Mass with Prestressed Anchor Bolt. Advances in Civil Engineering, 2019, 1–10. doi:10.1155/2019/6824543.
[30] Razzaghi, J., & Khoshbakht, A. (2015). Numerical evaluation of column base rigidity. International Journal of Steel Structures, 15(1), 39–49. doi:10.1007/s13296-015-3003-7.
[31] Falborski, T., Hassan, A. S., & Kanvinde, A. M. (2020). Column base fixity in steel moment frames: Observations from instrumented buildings. Journal of Constructional Steel Research, 168. doi:10.1016/j.jcsr.2020.105993.
[32] ANSYS Inc., (2015). ANSYS 15.0 Multiphysics Utility (15th Ed.). San Jose, united States.
[33] Benyelles C.M., Boumechra N., Bouchair A. & Missoum A. (2015). Analysis of the Behavior of the Column Base Assembly Subjected to Axial Compression. 554-562, Proceedings of CICOMM 2015 (1st International Conference on Steel and Composite Construction, 25-26 November, 2015, Tlemcen, Algeria. (In French).
[34] Kumar, G., & Samanta, M. (2020). Experimental evaluation of stress concentration ratio of soft soil reinforced with stone column. Innovative Infrastructure Solutions, 5(1). doi:10.1007/s41062-020-0264-6.
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