CFT Load Transfer Studies

Summarized Studies
Author(s) Year Publication Reference Links
Kilpatrick & Rangan 1999 ACI Structural Journal Kilpatrick, A. E. and Rangan, B. V. (1999). “Influence of Interfacial Shear Transfer on Behavior of Concrete-Filled Steel Tubular Columns,” ACI Structural Journal, Vol. 96, No. 4, July-August, pp. 642-648.
Morishita & Tomii 1982 Transactions of the Japan Concrete Institute Morishita, Y. and Tomii, M. (1982), “Experimental Studies on Bond Strength Between Square Steel Tube and Encased Concrete Core under Cyclic Shearing Force and Constant Axial Force,” Transactions of the Japan Concrete Institute, Vol. 4, pp. 363-370.
Morishita, Tomii, & Yoshimura 1979 Transactions of the Japan Concrete Institute Morishita, Y., Tomii, M., and Yoshimura, K. (1979a). “Experimental Studies on Bond Strength in Concrete Filled Circular Steel Tubular Columns Subjected to Axial Loads,” Transactions of the Japan Concrete Institute, Vol. 1, pp. 351-358.
Morishita, Tomii, & Yoshimura 1979 Transactions of the Japan Concrete Institute Morishita, Y., Tomii, M., and Yoshimura, K. (1979b). “Experimental Studies on Bond Strength in Concrete Filled Square and Octagonal Steel Tubular Columns Subjected to Axial Loads,” Transactions of the Japan Concrete Institute, Vol. 1, pp. 359-366.
Mouli & Khelafi 2007 Engineering Structures Mouli, M. and Khelafi, H. (2007). "Strength of Short Composite Rectangular Hollow Section Columns Filled with Lightweight Aggregate Concrete," Engineering Structures, 29 (8) ,pp. 1791-1797. doi:10.1016/j.engstruct.2006.10.003
Parsley, Yura, & Jirsa 2000 ACI SP-196 Parsley, M. A., Yura, J. A., and Jirsa, J. O. (2000). “Push-Out Behavior of Rectangular Concrete-Filled Steel Tubes,” Composite and Hybrid Systems, ACI SP-196, Aboutaha, R. S. and Bracci, J . M. (eds.), American Concrete Institute, Farmington Hills, Michigan.
Roeder, Cameron, Brown 1999 Journal of Structural Engineering, ASCE Roeder, C. W., Cameron, B., and Brown, C. B. (1999). “Composite Action in Concrete Filled Tubes.” Journal of Structural Engineering, 125(5), 477-484. doi:10.1061/(ASCE)0733-9445(1999)125:5(477)
Shakir-Khalil 1993 The Structural Engineer Shakir-Khalil, H. (1993a) “Pushout Strengths of Concrete-Filled Steel Hollow Sections,” The Structural Engineer, Vol. 71, No. 13, July 6, pp. 230-233.
Shakir-Khalil 1993 The Structural Engineer Shakir-Khalil, H. (1993b). “Resistance of Concrete-Filled Steel Tubes to Pushout Forces,” The Structural Engineer, Vol. 71, No. 13, July 6, pp. 234-243.
Shakir-Khalil & Hassan 1994 Proceedings of the Sixth International Symposium on Tubular Structures Shakir-Khalil, H. and Hassan, N. K. A. (1994). “Push-Out Resistance of Concrete-Filled Tubes,” Tubular Structures VI, Proceedings of the Sixth International Symposium on Tubular Structures, Grundy, P., Holgate, A., and Wong, W. (eds.), Melbourne, Australia, 14-16 December 1994, A. A. Balkema, Rotterdam, The Netherlands, pp. 285-291.
Tomii, Yoshimura, & Morishita 1980 Transactions of the Japan Concrete Institute Tomii, M., Yoshimura, K., and Morishita, Y. (1980a). “A Method of Improving Bond Strength Between Steel Tube and Concrete Core Cast in Circular Steel Tubular Columns,” Transactions of the Japan Concrete Institute, Vol. 2, pp. 319-326.
Tomii, Yoshimura, & Morishita 1980 Transactions of the Japan Concrete Institute Tomii, M., Yoshimura, K., and Morishita, Y. (1980b). “A Method of Improving Bond Strength Between Steel Tube and Concrete Core Cast in Square and Octagonal Steel Tubular Columns Transactions of the Japan Concrete Institute,” Vol. 2, 1980, pp. 327-334
Virdi & Dowling 1980 IABSE Periodical Virdi, K. S. and Dowling, P. J. (1980). “Bond Strength In Concrete Filled Steel Tubes,” IABSE Periodical, August, pp. 125-139.
Supplementary References
Author(s) Year Publication Reference Links
Abe, Wakida, & Yuda 1991 Proceedings of the Third International Conference on Steel-Concrete Composite Structures Abe, H., Wakida, T., and Yuda, T.(1991). “Experimental Investigation of Bond Strength of Concrete-FilledCentrifugally Cast Steel Tubes,” Proceedings of the Third International Conference on Steel-Concrete Composite Structures, Wakabayashi, M. (ed.), Fukuoka, Japan, September 26-29, 1991, Association for International Cooperation and Research in Steel-Concrete Composite Structures, pp. 207-218.
Adekola 1968 International Journal of Solids and Structures Adekola, A. O. (1968). “Partial Interaction Between Elastically Connected Elements of a Composite Beam,” International Journal of Solids and Structures, Vol. 4, pp. 1125-1135.
Aly et al. 2010 Journal of Constructional Steel Research Aly, T., Elchalakani, M., Thayalan, P., and Patnaikuni, I. (2010). "Incremental Collapse Threshold for Pushout Resistance of Circular Concrete filled Steel Tubular Columns," Journal of Constructional Steel Research, 66 (1), pp. 11-18. doi:10.1016/j.jcsr.2009.08.002,
Azizinamini & Shekar 1994 Proceedings of the ASCE Structures Conference XII Azizinamini, A. and Shekar, Y. (1994). “Rigid Beam-tp-Column Connection Detail for Circular Composite Columns,” Proceedings of the ASCE Structures Conference XII, American Society of Civil Engineers, New York, New York, pp. 1155-1160.
Hamdan & Hunaiti 1991 Proceedings of the Third International Conference on Steel-Concrete Composite Structures Hamdan, M. and Hunaiti, Y. (1991). “Factors Affecting Bond Strength in Composite Columns,” Proceedings of the Third International Conference on Steel-Concrete Composite Structures, Wakabayashi, M. (ed.), Fukuoka, Japan, September 26-29, 1991, Association for International Cooperation and Research in Steel-Concrete Composite Structures, pp. 213-218.
Hossain 2010 Proceedings Annual Conference - Canadian Society for Civil Engineering Hossain, K. M. A. (2010). “Steel-concrete Shear Bond Characteristics in Thin Walled Composite Filled Beams with Strength Enhancement Devices,” Proceedings Annual Conference - Canadian Society for Civil Engineering, Annual Conference of the Canadian Society for Civil Engineering 2010, CSCE 2010.
Hunaiti, Wakabayashi, & Masuo 1992 Journal of Constructional Steel Research Hunaiti, Y., Wakabayashi, M., and Masuo, K. (1992). “Experimental Evaluation of the Effect of Bond on the Maximum Capacity of Composite Columns,” Journal of Constructional Steel Research, Vol. 22, No. 1, pp. 39-56. doi:10.1016/0143-974X(92)90004-X
Leskelä & Syrjä 1994 Proceedings of the Fourth International Conference on Steel-Concrete Composite Structures Leskelä, M. and Syrjä, J. (1994). “Some Considerations for Load Introduction Regions in Concrete-Filled Steel Tubes,” Steel-Concrete Composite Structures, Proceedings of the Fourth International Conference on Steel-Concrete Composite Structures, Javor, T. (ed.), Kosice, Slovakia, June 20-23, 1994, Association for International Cooperation and Research in Steel-Concrete Composite Structures, Expertcentrum, Bratislava, Slovakia, pp. 176-179.
Matsumura & Konno 1989 Journal of Structural Engineering Matsumura, H. and Konno, K. (1989). “Effects of Bond Stress Capacity on Structural Properties on Concrete-Filled Square Tube Frames,” Journal of Structural Engineering, Japan Society of Civil Engineering, Vol. 35B, March, pp. 287-298.
Minouei & Mirghaderi 2009 Proceedings of Technical Council on Lifeline Earthquake Engineering Conference (TCLEE) 2009 Minouei, Y. and Mirghaderi, R. (2009). “Effect of Through Plate Connection on Transferring Loads in CFT Columns,” Proceedings of Technical Council on Lifeline Earthquake Engineering Conference (TCLEE) 2009, 1-12. doi:10.1061/41050(357)137
Minouei, Mirghaderi, & Ahlehagh 2009 STESSA 2009 Minouei, Y.B., Mirghaderi, R., and Ahlehagh, S. (2009). "Analytical Investigation of Through Plate Connection to Concrete Filled Tube (CFT) Column," STESSA 2009, Behaviour of Steel Structures in Seismic Areas, Ch. 50, p. 351. doi:10.1201/9780203861592.fmatt
Pallarés & Hajjar 2010 Journal of Constructional Steel Research Pallarés, L. and Hajjar, J. F. (2010). “Headed Steel Stud Anchors in Composite Structures: Part I. Shear,” Journal of Constructional Steel Research, Vol. 66, No. 2, February, pp. 198-212. doi:10.1016/j.jcsr.2009.08.009
Pallarés & Hajjar 2010 Journal of Constructional Steel Research Pallarés, L. and Hajjar, J. F. (2010). “Headed Steel Stud Anchors in Composite Structures: Part II. Tension and Interaction,” Journal of Constructional Steel Research, Vol. 66, No. 2, February, pp. 213-228. doi:10.1016/j.jcsr.2009.08.008
Petrus et al. 2011 Canadian Journal of Civil Engineering Petrus, C., Abdul Hamid, H., Ibrahim, A., and Nyuin, J. D. (2011). “Bond Strength in Concrete Filled Built-up Steel Tube Columns with Tab Stiffeners.” Canadian Journal of Civil Engineering, 38(6), 627–637. doi:10.1139/l11-030
Qu et al. 2013 Journal of Constructional Steel Research Qu, X., Chen, Z., Nethercot, D. A., Gardner, L., and Theofanous, M. (2013). “Load-reversed Push-out Tests on Rectangular CFST Columns.” Journal of Constructional Steel Research, 81, 35–43. doi:10.1016/j.jcsr.2012.11.003
Roeder, Lehman, & Thody 2009 AISC, Engineering Journal Roeder, C., Lehman, D., and Thody, R. (2009). “Composite Action in CFT Components and Connections,” approved for publication, AISC, Engineering Journal, Chicago, IL.
Shakir-Khalil 1991 International Conference on Steel and Aluminum Structures Shakir-Khalil, H. (1991). “Bond Strength in Concrete-Filled Steel Hollow Sections,” Composite Steel Structures, International Conference on Steel and Aluminum Structures, Vol. 3, Singapore, May 1991, pp. 157-168.
Shakir-Khalil 1991 Proceedings of the Fourth International Symposium Shakir-Khalil, H. (1991). “Push-Out Tests on Concrete-Filled Steel Hollow Sections,” Tubular Structures, Proceedings of the Fourth International Symposium, Wardenier, J., and Panjeh Shahi, E. (eds.), Delft, The Netherlands, 26-28 June 1991, Delft University Press, Delft, The Netherlands, pp. 402-411.
Shakir-Khalil 1994 Proceedings of the Fourth International Conference on Steel-Concrete Composite Structures Shakir-Khalil, H. (1994d). “Push-Out Resistance of Concrete-Filled Tubes,” Steel-Concrete Composite Structures, Proceedings of the Fourth International Conference on Steel-Concrete Composite Structures, Javor, T. (ed.), Kosice, Slovakia, June 20-23, 1994, Association for International Cooperation and Research in Steel-Concrete Composite Structures, Expertcentrum, Bratislava, Slovakia, pp. 360.
Starossek, Falah, & Lohning 2010 Structural Engineering & Mechanics Starossek, U., Falah, N., and Lohning, T. (2010). “Numerical Analyses of the Force Transfer in Concrete-filled Steel Tube Columns,” Structural Engineering & Mechanics, 35(2), p. 241-256.
Tomii 1985 Proceedings of the U.S.-Japan Joint Seminar on Composite and Mixed Construction Tomii, M. (1985). “Bond Check for Concrete Filled Steel Tubular Columns,” Composite and Mixed Construction, Proceedings of the U.S.-Japan Joint Seminar on Composite and Mixed Construction, Roeder, C. W. (ed.), University of Washington, Seattle, Washington, July 18-20, 1984, American Society of Civil Engineers, New York, New York, pp. 195-204.
Virdi & Dowling 1973 Proceedings of the Institution of Civil Engineers Virdi, K. S. and Dowling, P. J. (1973). “The Ultimate Strength of Composite Columns in Biaxial Bending,” Proceedings of the Institution of Civil Engineers, Part 2, Vol. 55, pp. 251-272.
Virdi & Dowling 1976 Proceedings of the Institution of Civil Engineers Virdi, K. S. and Dowling, P. J. (1976). “The Ultimate Strength of Biaxially Restrained Columns,” Proceedings of the Institution of Civil Engineers, Part 2, No. 61, March 1976, pp. 41-58.
Virdi & Dowling 1976 Publications, IABSE Virdi, K. S. and Dowling, P. J.(1976). “A Unified Design Method for Composite Columns,” Publications, IABSE, Vol. 36, pp. 165-184.
Virdi & Dowling 1975 CESLIC Report CCII, Engineering Structures Laboratories, Department of Civil Engineering Virdi, P. J. and Dowling, K. S. (1975). “Bond Strength in Concrete-Filled Circular Steel Tubes,” CESLIC Report CCII, Engineering Structures Laboratories, Department of Civil Engineering, Imperial College, London, England, December 1975.
Virdi & Dowling 1980 IABSE Periodica 3/1980, IABSE Proceedings Virdi, P. J. and Dowling, K. S. (1980). “Bond Strength in Concrete-Filled Steel Tubes,” IABSE Periodica 3/1980, IABSE Proceedings P-33/80, pp. 125-139.
Woo, Kim, & Choi 2002 International Journal of Steel Structures Woo, H. S., Kim, J. H., and Choi, S. M. (2002). “An Experimental Study on the Bond Strengths for Concrete Filled Steel Tube Columns using a Push-Out Test.” International Journal of Steel Structures, Korean Society of Steel Construction, 14(4), 481–487. (In Korean).
Xiaowei & Xilin 2010 Steel & Composite Structures Xiaowei, Y. and Xilin, L. (2010). “Study on Push-out Test and Bond Stress-slip Relationship of Circular Concrete Filled Steel Tube,” Steel & Composite Structures, 10(4), pp. 317-329.
Xu et al. 2009 Construction and Building Materials Xu, C., Chengkui, H., Decheng, J., and Yuancheng, S. (2009). “Push-Out Test of Pre-Stressing Concrete Filled Circular Steel Tube Columns by Means of Expansive Cement.” Construction and Building Materials, 23(1), 491-497. doi:10.1016/j.conbuildmat.2007.10.021
Xue, Briseghella, & Chen 2012 Journal of Constructional Steel Research Xue, J.-Q., Briseghella, B., and Chen, B.-C. (2012). “Effects of Debonding on Circular CFST Stub Columns.” Journal of Constructional Steel Research, 69(1), 64–76. doi:10.1016/j.jcsr.2011.08.002
Zhang et al. 2012 Engineering Journal, AISC Zhang, J., Denavit, M. D., Hajjar, J. F., and Lu, X. (2012). “Bond Behavior of Concrete-Filled Steel Tube (CFT) Structures.” Engineering Journal, AISC, 49(4), 169–185.