Flexural performance of cold-formed square CFST beams strengthened with internal stiffeners |
Zand, Ahmed W. Al
(Smart and Sustainable Township Research Centre, Universiti Kebangsaan Malaysia (UKM))
Badaruzzaman, W.H. Wan (Smart and Sustainable Township Research Centre, Universiti Kebangsaan Malaysia (UKM)) Ali, Mustafa M. (Smart and Sustainable Township Research Centre, Universiti Kebangsaan Malaysia (UKM)) Hasan, Qahtan A. (Smart and Sustainable Township Research Centre, Universiti Kebangsaan Malaysia (UKM)) Al-Shaikhli, Marwan S. (Civil Engineering Department, Madenat Alelem University College) |
1 | Zhang, Y.B., Han, L.H., Zhou, K. and Yang, S. (2019), "Mechanical performance of hexagonal multi-cell concretefilled steel tubular (CFST) stub columns under axial compression", Thin-Wall. Struct., 134, 71-83. https://doi.org/10.1016/j.tws.2018.09.027. DOI |
2 | Zhao, X.L. and Jaspart, J.P., (2005), "Width-to-thickness ratios for classification of tubular sections", Proceedings of the 2005 Eurosteel Conference on Steel and Composite Structures (Volume-A), 183 -190 |
3 | Zhu, A., Zhang, X., Zhu, H., Zhu, J. and Lu, Y. (2017), "Experimental study of concrete filled cold-formed steel tubular stub columns", J. Constr. Steel Res., 134, 17-27. https://doi.org/10.1016/j.jcsr.2017.03.003. DOI |
4 | Ekmekyapar, T. and Al-Eliwi, B.J. (2017), "Concrete filled double circular steel tube (CFDCST) stub columns", Eng. Struct., 135 68-80. https://doi.org/10.1016/j.engstruct.2016.12.061. DOI |
5 | Hosseinpour, E., Baharom, S., Badaruzzaman, W.H.W., Shariati, M. and Jalali, A., (2018). "Direct shear behavior of concrete filled hollow steel tube shear connector for slim-floor steel beams", Steel Compos. Struct., 26(4), 485-499. https://doi.org/10.12989/scs.2018.26.4.485 DOI |
6 | Han, L.H., Huang, H., Tao, Z. and Zhao, X.L. (2006a), "Concretefilled double skin steel tubular (CFDST) beam-columns subjected to cyclic bending", Eng. Struct., 28(12), 1698-1714. https://doi.org/10.1016/j.engstruct.2006.03.004. DOI |
7 | Guler, S., Copur, A. and Aydogan, M. (2012), "Flexural behaviour of square UHPC-filled hollow steel section beams", Struct. Eng. Mech., 43(2), 225-237. http://dx.doi.org/10.12989/sem.2012.43.2.225. DOI |
8 | Han, L.H., Zhao, X.L. and Tao, Z. (2001), "Tests and mechanics model for concrete-filled SHS stub columns, columns and beam-columns", Steel Compos. Struct., 1(1), 51-74. http://dx.doi.org/10.12989/scs.2001.1.1.051. DOI |
9 | Han, L.H. (2004), "Flexural behaviour of concrete-filled steel tubes", J. Constr. Steel Res., 60(2), 313-337. https://doi.org/10.1016/j.jcsr.2003.08.009. DOI |
10 | Han, L.H., Lu, H., Yao, G.H. and Liao, F.Y. (2006b), "Further study on the flexural behaviour of concrete-filled steel tubes", J. Constr. Steel Res., 62(6), 554-565. https://doi.org/10.1016/j.jcsr.2005.09.002. DOI |
11 | Han, L.H., Li, W. and Bjorhovde, R. (2014), "Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members", J. Constr. Steel Res., 100, 211-228. https://doi.org/10.1016/j.jcsr.2014.04.016. DOI |
12 | Hassan, M.M., Mahmoud, A.A. and Serror, M.H. (2016), "Behavior of concrete-filled double skin steel tube beamcolumns", Steel Compos. Struct., 22(5), 1141-1162. http://dx.doi.org/10.12989/scs.2016.22.5.1141. DOI |
13 | Kang, J.Y., Choi, E.S., Chin, W.J. and Lee, J.W. (2007), "Flexural behavior of concrete-filled steel tube members and its application", Int. J. Steel Struct., 7(4), 319-324. |
14 | Hilo, S.J., Badaruzzaman, W.H.W., Osman, S.A. and Al Zand, A.W. (2015), "Axial load behavior of acomposite wall strengthened with an embedded octagon cold-formed steel", Appl. Mech. Mater., 754 437-441. https://doi.org/10.4028/www.scientific.net/AMM.754-755.437. DOI |
15 | Huang, C., Yeh, Y.K., Liu, G.Y., Hu, H.T., Tsai, K., Weng, Y., Wang, S. and Wu, M.H. (2002), "Axial load behavior of stiffened concrete-filled steel columns", J. Struct. Eng., 128(9), 1222-1230. 10.1061/-ASCE!0733-9445-2002!128:9-1222!. DOI |
16 | Javed, M.F., Sulong, N.R., Memon, S.A., Rehman, S.K.U. and Khan, N.B. (2018), "Flexural behaviour of steel hollow sections filled with concrete that contains OPBC as coarse aggregate", J. Constr. Steel Res., 148, 287-294. https://doi.org/10.1016/j.jcsr.2018.05.035. DOI |
17 | Javed, M.F., Sulong, N.R., Memon, S.A., Rehman, S.K.U. and Khan, N.B. (2017), "FE modelling of the flexural behaviour of square and rectangular steel tubes filled with normal and high strength concrete", Thin-Wall. Struct., 119, 470-481. https://doi.org/10.1016/j.tws.2017.06.025. DOI |
18 | Jiang, A.Y., Chen, J. and Jin, W.l. (2013), "Experimental investigation and design of thin-walled concrete-filled steel tubes subject to bending", Thin-Wall. Struct., 63, 44-50. https://doi.org/10.1016/j.tws.2012.10.008 DOI |
19 | Lee, S., Kim, S., Bang, J., Won, Y. and Choi, S. (2011), "Structural characteristics of welded built-up square concrete filled tubular stub columns associated with concrete strength", Procedia Eng., 14, 1140-1148. https://doi.org/10.1016/j.proeng.2011.07.143. DOI |
20 | Helena, H.J. and Knight, G. (2005), "Behaviour of cold-formed steel hollow and concrete-filled members", Steel Compos. Struct., 5(1), 35-47. http://dx.doi.org/10.12989/scs.2005.5.1.035. DOI |
21 | Al Zand, A.W., Badaruzzaman, W.H.W., Mutalib, A.A. and Hilo, S.J. (2018), "Flexural behavior of CFST beams partially strengthened with unidirectional CFRP sheets: experimental and theoretical study", J. Compos.Constr., 22(4), 04018018. 10.1061/(ASCE)CC.1943-5614.0000852. DOI |
22 | Abdalla, S., Abed, F. and AlHamaydeh, M. (2013), "Behavior of CFSTs and CCFSTs under quasi-static axial compression", J. Constr. Steel Res., 90, 235-244. https://doi.org/10.1016/j.jcsr.2013.08.007 DOI |
23 | AIJ (1997), Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures, Architectural Institute of Japan (AIJ). |
24 | Liang, W., Dong, J. and Wang, Q. (2018), "Axial compressive behavior of concrete-filled steel tube columns with stiffeners", Steel Compos. Struct., 29(2), 151-159. http://dx.doi.org/10.12989/scs.2018.29.2.151. DOI |
25 | AISC (2010), Specification for structural steel buildings. American Institute of Steel Construction (AISC), Chicago, IL; |
26 | AL-Shaar, A.A. and Gogus, M.T. (2018), "Performance of retrofitted self-compacting concrete-filled steel tube beams using external steel plates", Adv. Mater. Sci. Eng., 2018, Article ID 3284745, 18 pages. https://doi.org/10.1155/2018/3284745. DOI |
27 | Al-Zand, A.W., Hosseinpour, E. and Tawfeeq, W.M. (2017), "The effects of filling the rectangular hollow steel tube beam with concrete: an experimental case study", J. Civil Eng. Researchers. 1(3), 23-30. http://www.journalssearchers.com/ojs/index.php/jcer/article/view/22. |
28 | Al Zand, A.W., Badaruzzaman, W.H.W., Mutalib, A.A. and Hilo, S.J. (2016), "The enhanced performance of CFST beams using different strengthening schemes involving unidirectional CFRP sheets: An experimental study", Eng. Struct., 128 184-198. https://doi.org/10.1016/j.engstruct.2016.09.044 DOI |
29 | Al Zand, A.W., Hosseinpour, E. and Badaruzzaman, W.H.W. (2018), "The influence of strengthening the hollow steel tube and CFST beams using U-shaped CFRP wrapping scheme", Struct. Eng. Mech., 66(2), 229-235. https://doi.org/10.12989/sem.2018.66.2.229. DOI |
30 | Ling, Y., Feng, W., Zhao, J. and Li, Y. (2014), "Study on the ultimate bearing capacity of concrete filled steel square tubular short column with PBL", Adv. Mater. Res., 941-944, 770-775. https://doi.org/10.4028/www.scientific.net/AMR.941-944.770. DOI |
31 | Lu, Y., Liu, Z., Li, S. and Hu, J. (2018), "Axial compression behavior of hybrid fiber reinforced concrete filled steel tube stub column", Constr. Build. Mater., 174, 96-107. https://doi.org/10.1016/j.conbuildmat.2018.04.089. DOI |
32 | Lu, Y., Liu, Z., Li, S. and Li, N. (2018), "Bond behavior of steel fibers reinforced self-stressing and self-compacting concrete filled steel tube columns", Constr. Build. Mater., 158, 894-909. https://doi.org/10.1016/j.conbuildmat.2017.10.085. DOI |
33 | Lu, Y., Liu, Z., Li, S. and Li, W. (2017), "Behavior of steel fibers reinforced self-stressing and self-compacting concrete-filled steel tube subjected to bending", Constr. Build. Mater., 156 639-651. https://doi.org/10.1016/j.conbuildmat.2017.09.019. DOI |
34 | Qian, J., Zhang, Y., Ji, X. and Cao, W. (2011), "Test and analysis of axial compressive behavior of short composite-sectioned high strength concrete filled steel tubular columns", Jianzhu Jiegou Xuebao (Journal of Building Structures). 32(12), 162-169. http://en.cnki.com.cn/Article_en/CJFDTotal-JZJB201112019.htm. |
35 | Moon, J., Roeder, C.W., Lehman, D.E. and Lee, H.E. (2012), "Analytical modeling of bending of circular concrete-filled steel tubes", Eng. Struct., 42: 349-361. https://doi.org/10.1016/j.engstruct.2012.04.028. DOI |
36 | Song, Y., Li, J. and Chen, Y. (2019), "Local and post-local buckling of normal/high strength steel sections with concrete infill", Thin-Wall. Struct., 138, 155-169. https://doi.org/10.1016/j.tws.2019.02.004. DOI |
37 | Sundarraja, M.C. and Prabhu, G.G. (2013), "Flexural behaviour of CFST members strengthened using CFRP composites", Steel Compos. Struct., 15(6), 623-643. http://dx.doi.org/10.12989/scs.2013.15.6.623. DOI |
38 | AS 4100 (1998), Standards Association of Australia. Steel structures code. Sydney, Australia. |
39 | Bahrami, A., Badaruzzaman, W.H.W. and Osman, S.A. (2011), "Nonlinear analysis of concrete-filled steel composite columns subjected axial to loading", Struct. Eng. Mech., 39(3), 383-398. http://dx.doi.org/10.12989/sem.2011.39.3.383. DOI |
40 | AISC-LRFD (1999), Load and resistance factor design specification for structural steel buildings. Chicago: American Institute of Steel Construction (AISC), Inc., |
41 | Tao, Z., Han, L.H. and Wang, D.Y., (2007). "Experimental behaviour of concrete-filled stiffened thin-walled steel tubular columns", Thin-Wall. Struct., 45(5), 517-527. https://doi.org/10.1016/j.tws.2007.04.003. DOI |
42 | Wang, R., Han, L.H., Nie, J. G. and Zhao, X.L. (2014), "Flexural performance of rectangular CFST members", Thin-Walled Struct., 79, 154-165. https://doi.org/10.1016/j.tws.2014.02.015. DOI |
43 | BS5400 (2005), Steel, Concrete and Composite Bridges. Part 5: code of practice for the design of composite bridges. British Standards Institution, London (UK). |
44 | Bahrami, A., Badaruzzaman, W.H.W. and Osman, S.A. (2012), "Structural behaviour of tapered concrete-filled steel composite (TCFSC) columns subjected to eccentric loading", Comput. Concrete, 9(6), 403-426. http://dx.doi.org/10.12989/cac.2012.9.6.403. DOI |
45 | Bahrami, A., Badaruzzaman, W.H.W. and Osman, S.A. (2013), "Behaviour of stiffened concrete-filled steel composite (CFSC) stub columns", Latin Am. J. Solids Struct., 10(2), 409-440. http://dx.doi.org/10.1590/S1679-78252013000200009. DOI |
46 | Bahrami, A., Badaruzzaman, W.H.W. and Osman, S.A., (2014). "Numerical study of concrete-filled steel composite (CFSC) stub columns with steel stiffeners". Latin Am. J. Solids Struct., 11(4), 683-703. http://dx.doi.org/10.1590/S1679-78252014000400008. DOI |
47 | Yuan, F., Huang, H. and Chen, M., (2019). "Effect of stiffeners on the eccentric compression behaviour of square concrete-filled steel tubular columns", Thin-Wall. Struct., 135, 196-209. https://doi.org/10.1016/j.tws.2018.11.015. DOI |
48 | Wang, W.H., Han, L.H., Li, W. and Jia, Y.H. (2014), "Behavior of concrete-filled steel tubular stub columns and beams using dune sand as part of fine aggregate", Constr. Build. Mater., 51, 352-363. https://doi.org/10.1016/j.conbuildmat.2013.10.049. DOI |
49 | Yang, Y.F. and Han, L.H. (2006), "Compressive and flexural behaviour of recycled aggregate concrete filled steel tubes (RACFST) under short-term loadings", Steel Compos. Struct., 6(3), 257-284. http://dx.doi.org/10.12989/scs.2006.6.3.257. DOI |
50 | Yang, Y.F. and Ma, G.L. (2013), "Experimental behaviour of recycled aggregate concrete filled stainless steel tube stub columns and beams", Thin-Wall. Struct., 66, 62-75. https://doi.org/10.1016/j.tws.2013.01.017. DOI |
51 | Yang, Y.F. (2015), "Modelling of recycled aggregate concretefilled steel tube (RACFST) beam-columns subjected to cyclic loading", Steel Compos. Struct., 18(1), 213-233. https://doi.org/10.12989/scs.2015.18.1.213. DOI |
52 | EC3 (2002), European Committee for Standardization. Design of Steel Structures- Part 1.1, General rules and rules for buildings. European Committee for Standardization (Eurocode 3), Brussels; Belgium. |
53 | Chen, J. and Jin, W.l. (2010), "Experimental investigation of thinwalled complex section concrete-filled steel stub columns", Thin-Wall. Struct., 48(9), 718-724. https://doi.org/10.1016/j.tws.2010.05.001. DOI |
54 | Chen, J., Liu, X., Liu, H. and Zeng, L. (2018), "Axial compression behavior of circular recycled concrete-filled steel tubular short columns reinforced by silica fume and steel fiber", Steel Compos. Struct., 27(2), 193-200. http://dx.doi.org/10.12989/scs.2018.27.2.193. DOI |
55 | EC4 (2004), European Committee for Standardization. Design of Composite Steel and Concrete Structures - Part 1.1: General rules and rules for buildings, European Committee for Standardization (Eurocode 4), Brussels; Belgium. |