Difference between revisions of "CFT Load Transfer Studies"

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(Supplementary References)
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| Canadian Journal of Civil Engineering
 
| 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]]
 
| 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]]
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|-
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| Roeder, Lehman, & Thody
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| 2009
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| AISC, Engineering Journal
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| Roeder, C., Lehman, D., and Thody, R. (2009).  “Composite Action in CFT Components and Connections,” approved for publication, AISC, Engineering Journal, Chicago, IL.
 
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| Shakir-Khalil
 
| Shakir-Khalil

Revision as of 20:44, 17 July 2012

Summarized Studies

Author(s) Year Publication Reference Links
Aly et al. 2010 ACI Structures Journal 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
Kilpatrick & Rangan 1999 ACI Structures Journal Kilpatrick, A. E. and Rangan, B. V. (1999). “Influence of Interfacial Shear Transfer on Behavior of Concrete-Filled Steel Tubular Columns,” Structures Journal, ACI, Vol. 96, No. 4, July-August, pp. 642-648. Summary
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. Summary
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. Summary
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. Summary
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. Summary
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) Summary
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. Summary
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. Summary
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. Summary
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. Summary
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 Summary
Virdi & Dowling 1980 IABSE Periodical Virdi, P. J. and Dowling, K. S. (1980). “Bond Strength In Concrete Filled Steel Tubes,” IABSE Periodical, August, pp. 125-139. Summary

Supplementary References

Author(s) Year Publication Reference
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.
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,
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.
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.
Cook 1984 Proceedings of the U.S.-Japan Joint Seminar on Composite and Mixed Construction Cook, J. P. (1984). “A History of Adhesive Bonded Composite Members,” 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. 131-137.
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.
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.
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
Minouei1 & Mirghaderi 2009 Proceedings of Technical Council on Lifeline Earthquake Engineering Conference (TCLEE) 2009 Minouei1, 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
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.
Pallares & Hajjar 201 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
Pallares & Hajjar 201 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
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 1994d 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.
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.
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