Wave propagation in a concrete filled steel tubular column due to transient impact load |
Ding, Xuanming
(Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University)
Fan, Yuming (Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Geotechnical Research Institute, Hohai University) Kong, Gangqiang (Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Geotechnical Research Institute, Hohai University) Zheng, Changjie (Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Geotechnical Research Institute, Hohai University) |
1 | Chow, Y.K., Phoon, K.K., Chow, W.F. and Wong, K.Y. (2003), "Low strain integrity testing of pile: Three-dimensional effects", J. Geotech. Geoenviron. Eng., 129(11), 1057-1062. DOI ScienceOn |
2 | Alifujiang, X. and Akira, H. (2012), "Load-sharing ratio analysis of reinforced concrete filled tubular steel columns", Steel Compos. Struct., Int. J., 12(6), 253-540. DOI |
3 | Bambach, M.R., Jama, H., Zhao, X.L. and Grzebieta, R.H. (2008), "Hollow and concrete filled steel hollow sections under transverse impact loads", Eng. Struct., 30(10), 2859-2870. DOI ScienceOn |
4 | Chen, S.M. and Zhang, H.F. (2012), "Numerical analysis of the axially loaded concrete filled steel tube columns with debonding separation at the steel-concrete interface", Steel Compos. Struct., Int. J., 13(3), 277-293. DOI |
5 | Chung, K.S., Kim, J.H. and Yoo, J.H. (2013), "Experimental and analytical investigation of high-strength concrete-filled steel tube square columns subjected to flexural loading", Steel Compos. Struct., Int. J., 14(2), 131-153. DOI |
6 | Gajalakshmi, P. and Helena, H. (2012), "Behaviour of concrete-filled steel columns subjected to lateral cyclic loading", J. Construct. Steel Res., 75, 55-63. DOI |
7 | Ding, X.M., Liu, H.L., Liu, J.Y. and Chen, Y.M. (2011a), "Wave propagation in a pipe pile for low-strain integrity testing", J. Eng. Mech. - ASCE, 137(09), 598-609. DOI |
8 | Ding, X.M., Liu, H.L. and Zhang, B. (2011b), "High-frequency interference in low strain integrity testing of large-diameter pipe piles", Sci. China - Technol. Sci., 54(02), 420-430. DOI |
9 | Ding, X.M., Liu, H.L. and Chen, Y.M. (2011c), "Analytical solution of wave propagation in large-diameter piles for low strain integrity testing", Proceedings of the 2011 GeoHunan International Conference - Advances in Pile Foundations, Geosynthetics, Geoinvestigations, and Foundation Failure Analysis and Repairs, Hunan, China, June, pp. 65-74. |
10 | Ge, H. and Usami, T. (1996), "Cyclic tests of concrete-filled steel box columns", J. Struct. Eng., ASCE, 122(10), 1169-1177. DOI ScienceOn |
11 | Huo, J., Zheng, Q., Chen, B. and Xiao, Y. (2009), "Tests on impact behaviour of micro-concrete-filled steel tubes at elevated temperatures up to 400 C", Mater. Struct., 42(10), 1325-1334. DOI |
12 | Na, W.B. and Kundu, T. (2002), "EMAT-based inspection of concrete-filled steel pipes for internal voids and inclusions", J. Pressure Vessel Tech. - Transact. ASME, 124(3), 265-272. DOI |
13 | Krause, M., Barmann, M., Frielinghaus, R., Kretzschmar, F., Kroggel, O., Langenberg, K.J., Maierhofer, C., Muller, W., Neisecke, J., Schickert, M., Schmitz, V., Wiggenhauser, H. and Wollbold, F. (1997), "Comparison of pulse-echo methods for testing concrete", NDT E International, 30(4), 195-204. DOI |
14 | Mirmiran, A., Shao, Y.T. and Shahawy, M. (2002), "Analysis and field tests on the performance of composite tubes under pile driving impact", Compos. Struct., 55(2), 127-135. DOI ScienceOn |
15 | Montejo, L.A., Gonzalez-Roman, L.A. and Kowalsky, M.J. (2012), "Seismic performance evaluation of reinforced concrete-filled steel tube pile/column bridge bents", J. Earthq. Eng., 16(3), 401-424. DOI |
16 | O'Shea, M. and Bridge, R. (2000), "Design of circular thin-walled concrete filled steel tubes", J. Struct. Eng., ASCE, 126(11), 1295-1303. DOI ScienceOn |
17 | Park, J.W. and Choi, S.M. (2013), "Structural behavior of CFRP strengthened concrete-filled steel tubes columns under axial compression loads", Steel Compos. Struct., Int. J., 14(5), 453-472. 과학기술학회마을 DOI |
18 | Shan, J.H., Chen, R., Zhang, W.X., Xiao, Y., Yi, W.J. and Lu, F.Y. (2007), "Behavior of concrete filled tubes and confined concrete filled tubes under high speed impact", Adv. Struct. Eng., 10(2), 209-218. DOI |
19 | Susantha, K., Ge, H. and Usami, T. (2002), "Cyclic analysis and capacity prediction of concrete-filled steel box columns", Earthq. Eng. Struct. Dyn., 31(2), 195-216. DOI |
20 | Usami, T., Ge, H. and Saizuka, K. (1997), "Behaviour of partially concrete-filled steel bridge piers under cyclic and dynamic loading", J. Construct. Steel Res., 41(2-3), 121-136. DOI |
21 | Wheeler, A. and Bridge, R. (2004), "The behaviour of circular conrete-filled thin-walled steel tubes in flexure", Proceedings of the 5th International Conference on Composite Construction in Steel and Concrete, Mpumalanga, South Africa, July. |
22 | Ye, W., Fan, Y.H., Zhao,W.g.G., Rong, Q. (2005), "Influence of the thickness of the steel tube on the length testing of the concrete-filled steel tube pile by means of stress wave", J. Harbin Inst. of Technol., 37(Supp2), 552-554. |