Studies on Creep and Shrinkage in Composite Systems


Author(s) Year Publication Reference Links
Chen Bao-chun & Shrestha K M 2010 Journal of Donghua University (English Edition) Chen B.-C. and Shrestha K. M. (2010). "Quantifying Creep of Concrete Filled Steel Tubes." Journal of Donghua University (English Edition), 27(6), p 796-805.
Cong, Han, & Liang 2011 2011 International Conference on Electric Technology and Civil Engineering (ICETCE) Cong, S., Han, J., and Liang, S. (2011). "Creep Effect Analysis of Concrete-filled Steel Tubular Structure on Construction." 2011 International Conference on Electric Technology and Civil Engineering (ICETCE), p 1137 - 1140. doi:10.1109/ICETCE.2011.5775403
Geng et al. 2012 Magazine of Concrete Research Geng, Y., Ranzi, G., Wang, Y., and Zhang, S. (2012). “Time-Dependent Behaviour of Concrete-filled Steel Tubular Columns: Analytical and Comparative Study.” Magazine of Concrete Research, 64(1), 55–69. doi:10.1680/macr.2012.64.1.55
Gunnarsson et al. 2012 Transportation Northwest Report Gunnarsson, Á. K., Lehman, D., Roeder, C., and Kuder, K. (2012). "Long-Term and Seismic Performance of Concrete-Filled Steel Tube Columns with Conventional and High-Volume SCM Concrete." Report TNW2012-18, Transportation Northwest (TransNow), Seattle, Washington.
Han et al. 2013 Computers and Concrete Han, B., Wang, Y.-F., Wang, Q., and Zhang, D.-J. (2013). “Creep Analysis of CFT Columns Subjected to Eccentric Compression Loads.” Computers and Concrete, 11(4), 291-304.
Han, Li, & Liao 2011 Thin-Walled Structures Han, L.-H., Li, Y.-J., and Liao, F.-Y. (2011). “Concrete-Filled Double Skin Steel Tubular (CFDST) columns subjected to long-term sustained loading.” Thin-Walled Structures, 49(12), 1534–1543. doi:10.1016/j.tws.2011.08.001
Han, Tao, & Liu 2004 Journal of Structural Engineering Han, L.-H., Li, Y.-J., and Liao, F.-Y. (2011). “Concrete-Filled Double Skin Steel Tubular (CFDST) columns subjected to long-term sustained loading.” Thin-Walled Structures, 49(12), 1534–1543. doi:10.1016/j.tws.2011.08.001
Ichinose, Watanabe, & Nakai 2001 Journal of Constructional Steel Research Ichinose, L. H., Watanabe, E., and Nakai, H. (2001). “An Experimental Study on Creep of Concrete Filled Steel Pipes,” Journal of Constructional Steel Research, Vol. 57, No. 4, April, pp. 453-466. doi:10.1016/S0143-974X(00)00021-3
Kai-Cheng, Meng-Cheng, & Fang 2011 The Open Civil Engineering Journal Kai-Cheng, X., Meng-Cheng, X., and Fang, Y. (2011). “Confined Expansion and Bond Property of Micro-Expansive Concrete-Filled Steel Tube Columns,” The Open Civil Engineering Journal, 5(1), 13-178 doi:10.2174/1874149501105010173
Ma & Wang 2012 Thin-Walled Structures Ma, Y. S., and Wang, Y. F. (2012). “Creep of High Strength Concrete Filled Steel Tube Columns.” Thin-Walled Structures, 53, 91-98. doi:10.1016/j.tws.2011.12.012
Ma & Wang 2013 Journal of Bridge Engineering Ma, Y. S., and Wang, Y. F. (2012). “Creep Effects on the Reliability of a Concrete-Filled Steel Tube Arch Bridge.” Journal of Bridge Engineering, 18(10), 1095-1104. doi:10.1061/(ASCE)BE.1943-5592.0000446
Mirza & Uy 2010 Steel & Composite Structures Mirza, O. and Uy, B. (2010). “Finite Element model for the Long-term Behaviour of Composite Steel-concrete Push Tests.” Steel & Composite Structures, 10(1), 46-67.
Morino 1997 Composite Construction in Steel and Concrete III Morino, S. (1997). “Creep Behavior of Concrete-Filled Steel Tubular Members,” Composite Construction in Steel and Concrete III, Proceedings of the Engineering Foundation Conference, Buckner, C. D. and Shahrooz, B. M. (eds.), Irsee, Germany, June 9-14, 1996, American Society of Civil Engineers, New York, New York, pp. 514-525.
Nakai, Kurita, & Ichinose 1991 Proceedings of the Third International Conference on Steel-Concrete Composite Structures Nakai, H., Kurita, A., and Ichinose, L. H. (1991). “An Experimental Study on Creep of Concrete Filled Steel Pipes,” 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. 55-60.
Neguib & Mirmiran 2003 Journal of Constructional Steel Research Naguib, W. and Mirmiran, A. (2003). “Creep Modeling for Concrete-Filled Steel Tubes,” Journal of Constructional Steel Research, Vol. 59, pp. 1327-1344. doi:10.1016/S0143-974X(03)00085-3
Pi & Bradford 2012 Tubular Structures XIV Pi, Y.-L. and Bradford, M. A. (2012). “Nonlinear Creep Analysis and Buckling of Shallow Concrete-Filled Steel Tubular Arches.” Tubular Structures XIV - Proceedings of the 14th International Symposium on Tubular Structures, ISTS 2012, 671-677.
Ranzi, Leoni, & Zandonini 2013 Journal of Constructional Steel Research Ranzi, G., Leoni, G., and Zandonini, R. (2013). “State of the Art on the Time-dependent Behaviour of Composite Steel–concrete Structures.” Journal of Constructional Steel Research, 80, 252–263. doi:10.1016/j.jcsr.2012.08.005
Terrey, Bradford, & Gilbert 1994 Tubular Structures VI Terrey, P. J., Bradford, M. A. and Gilbert, R. I. (1994). “Creep and Shrinkage in 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. 293-298.
Wang et al. 2011 Journal of Constructional Steel Research Wang, Y., Geng, Y., Ranzi, G., and Zhang, S. (2011). “Time-Dependent Behaviour of Expansive Concrete-Filled Steel Tubular Columns.” Journal of Constructional Steel Research, 67(3), 471–483. doi:10.1016/j.jcsr.2010.09.007
Wang et al. 2011 Journal of Constructional Steel Research Wang, Y., Geng, Y., Ranzi, G., and Zhang, S. (2011). “Time-Dependent Behaviour of Expansive Concrete-Filled Steel Tubular Columns.” Journal of Constructional Steel Research, 67(3), 471–483. doi:10.1016/j.jcsr.2010.09.007
Wang et al. 2013 Journal of Bridge Engineering Wang, Y., Ma, Y., Han, B., and Deng, S. (2013). ”Temperature Effect on Creep Behavior of CFST Arch Bridges.” Journal of Bridge Engineering, 18, 1397–1405. doi:10.1061/(ASCE)BE.1943-5592.0000484
Wang, Han, & Zhang 2008 Proceedings of the CONCREEP 8 conference Wang, Y. F., Han B., and Zhang, D. J. (2008). “Advances in Creep of Concrete Filled Steel Tube Members and Structures.” Proceedings of the CONCREEP 8 conference, Ise-Shima, Japan. doi:10.1201/9780203882955.ch78
Yang 2011 Advances in Structural Engineering Yang Y.-F. (2011). "Behaviour of Recycled Aggregate Concrete-Filled Steel Tubular Columns under Long-term Sustained Loads," Advances in Structural Engineering, 14(2), p 189-206. doi:10.1260/1369-4332.14.2.189
Yang, Han, & Wu 2008 Advances in Structural Engineering Yang, Y. F., Han, L. H., and Wu, X. (2008). “Concrete Shrinkage and Creep in Recycled Aggregate Concrete-Filled Steel Tubes.” Advances in Structural Engineering, 11(4), 383-396. doi:10.1260/136943308785836772
Zhou et al. 2009 Proceedings of the 9th International Conference of Chinese Transportation Professionals Zhou, X., Cao, G., He, R., and Liu, X. (2009). “Study on Long-Term Behavior and Ultimate Strength of CFST Columns.” Proceedings of the 9th International Conference of Chinese Transportation Professionals, ICCTP 2009, 358, 2239–2248. doi:10.1061/41064(358)314
Composite Beams

Author(s) Year Publication Reference Links
Liu, Bradford, & Erkmen 2013 Journal of Structural Engineering Liu, X., Bradford, M., and Erkmen, R. (2013). ”Time-Dependent Response of Spatially Curved Steel-Concrete Composite Members. I: Computational Modeling.” Journal of Structural Engineering, 139(12). doi:10.1061/(ASCE)ST.1943-541X.0000698
Liu, Bradford, & Erkmen 2013 Journal of Structural Engineering Liu, X., Bradford, M., and Erkmen, R. (2013). ”Time-Dependent Response of Spatially Curved Steel-Concrete Composite Members. II: Curved-Beam Experimental Modeling.” Journal of Structural Engineering, 139(12). doi:10.1061/(ASCE)ST.1943-541X.0000699
Liu, Bradford, & Erkmen 2013 Engineering Structures Liu, X., Bradford, M., and Erkmen, R. (2013). ”Non-linear Inelastic Analysis of Steel–Concrete Composite Beams Curved In-plan” Engineering Structures, 57, 484-492. doi:10.1016/j.engstruct.2013.09.009