Behavior of circular concrete-filled steel tubular columns under pure torsion |
Ding, Fa-xing
(School of Civil Engineering, Central South University)
Fu, Qiang (School of Civil Engineering, Central South University) Wen, Bing (School of Civil Engineering, Central South University) Zhou, Qi-shi (School of Civil Engineering, Central South University) Liu, Xue-mei (School of Civil Engineering and Built Environment, Queensland University of Technology) |
1 | Baltay, P. and Gjelsvik, A. (1992), "Coefficient of friction for steel on concrete at high normal stress", J. Mater. Civil Eng., 2(1), 46-49. DOI |
2 | Beck, J. and Kiyomiya, O. (2003), "Fundemental pure bearing properties of concrete filled steel tubes", Proceedings of the Japan Society of Civil Engineers, 739(739), 285-296. |
3 | CECS28 (2012), Technical specification for concrete-filled steel tubular structures, China planning press; Beijing, China. |
4 | Chang, X., Ru, Z. and Zhou, W. (2013), "Study on concrete-filled stainless steel carbon steel tubular (CFSCT) stub columns under compression", Thin-Wall. Struct., 63(3), 125-133. DOI |
5 | Ding, F.X., Ying, X.Y. and Zhou, L.C. (2011a), "Unified calculation method and its application in determining the uniaxial mechanical properties of concrete", Front. Archit. Civ. Eng. China, 5(3), 381-393. DOI |
6 | Ding, F.X., Yu, Z.W. and Bai, Y. (2011b), "Elasto-plastic analysis of circular concrete-filled steel tube stub columns", J. Struct. Eng., 67(10), 1567-1577. |
7 | Ding, F.X., Tan, L. and Liu, X.M. (2017), "Behavior of circular thin-walled steel tube confined concrete stun columns", Steel Compos. Struct., Int. J., 23(2), 229-238. DOI |
8 | GB 50936 (2014), Technical code for concrete filled steel tubular structure, China building industry press; Beijing, China. |
9 | Han, L.H. Yao, G.H. and Tao, Z. (2007), "Performance of concrete-filled thin-walled steel tubes under pure torsion", Thin-Wall. Struct., 45(1), 24-36. DOI |
10 | Ju, C., Wei, L.J. and Jun, F. (2008), "Experimental investigation of thin-walled centrifugal concrete-filled steel tubes under torsion", Thin-Wall. Struct., 46(10), 1087-1093. DOI |
11 | Kim, D., Jeon, C. and Shim, C. (2016), "Cyclic and static behaviors of CFT modular bridge pier with enhanced bracings", Steel Compos. Struct., Int. J., 20(6), 173-191. |
12 | Kim, H.J., Ham, J. and Park, K. (2017), "Numerical study of internally reinforced circular CFT column-to-foundation connection according to design variables", Steel Compos. Struct., Int. J., 23(4), 235-247. |
13 | Kwak, J.H., Kwak, H.G. and Kim, J.K. (2013), "Behavior of circular CFT columns subject to axial force and bending moment", Steel Compos. Struct., Int. J., 14(2), 173-190. DOI |
14 | Lee, E.T., Yun, B.H., Shim, H.J., Chang, K.H. and Lee, G.C. (2009), "Torsional behavior of concrete-filled steel tube columns", J. Struct. Eng., 135(10), 1250-1258. DOI |
15 | Xie, X.Y. and Zha, X.X. (2012), "Torsion and shear behavior study of hollow and solid concrete filled steel tubular members II: Theoretical research on strength", Progress in Steel Building Structures, 14(3), 7-11. |
16 | Lee, S.H., Uy, B., Choi, Y.H. and Choi, S.M. (2011), "Behavior of high-strength concrete-filled steel tubular (CFST) column under eccentric loading", J. Constr. Steel Res., 67(1), 1-13. DOI |
17 | Nie, J.G., Wang, Y.H. and Fan, J.S. (2012), "Experimental study on seismic behavior of concrete filled steel tube columns under pure torsion and compression-torsion cyclic load", J. Constr. Steel Res., 79(1), 115-126. DOI |
18 | Ottosen, N.S. and Ristinmaa, M. (2005), "12-common plasticity models", In: The Mechanics of Constitutive Modeling, pp. 279-319. |
19 | Shi, S.S. (1999), "The shear strength, shear modulus and elastic modulus of concrete", J. Civil Eng., 32(2), 47-52. [In Chinese] |
20 | Wang, Q.T. and Chang, X. (2013), "Analysis of concrete-filled steel tubular columns with "T" shaped cross section (CFTTS)", Steel Compos. Struct., Int. J., 15(1), 41-55. DOI |
21 | Xu, J.S. and Zhou, J. (1991), "The experimental research of concrete filled steel tubular slender column under combined compression and torsion", J. Harbin Inst. Constr. Eng., 24, 43-50. [In Chinese] |