Influence of loading method and stiffening on the behavior of short and long CFST columns |
Shaker, Fattouh M.F.
(Department of Structural Engineering, Faculty of Engineering, Helwan University Ain Helwan)
Ghanem, Gouda M. (Department of Structural Engineering, Faculty of Engineering, Helwan University Ain Helwan) Deifalla, Ahmed F. (Department of Structural Engineering and construction management, Faculty of Engineering, Future University in Egypt) Hussein, Ibrahim S. (Civil Engineering Program, The Higher Institute of Engineering, El-Shorouk Academy) Fawzy, Mona M. (Civil Engineering Program, The Higher Institute of Engineering, El-Shorouk Academy) |
1 | Song, Y., Li, J. and Chen, Y. (2019), "Local and post-local buckling of normal/high strength steel sections with concrete infill" Thin-Walled Struct., 138, 155-169, https://doi.org/10.1016/j.tws.2019.02.004. DOI |
2 | Wang, Z., Feng, Y., Guo, H., Lu, J. and Tian, J. (2021), "Seismic performance and damage evaluation of spiral ribbed thinwalled concrete filled and encased steel tube composite columns", Earthq. Struct., 20(6), 669-680. https://doi.org/10.12989/eas.2021.20.6.669. DOI |
3 | Agheshlui, H., Goldsworthy, H., Gad, E. and Mirza, O. (2017), "Anchored blind bolted composite connection to a concretefilled steel tubular column", Steel Compos. Struct., 23(1), https://doi.org/10.12989/scs.2017.23.1.115. DOI |
4 | Tao, Z., Han, L.H. and Wang, D.Y. (2007), "Experimental behaviour of concrete-filled stiffened thin-walled steel tubular columns", Thin-Walled Struct., 45(5), 517-527. https://doi.org/10.1016/j.tws.2007.04.003. DOI |
5 | Deifalla Ahmed, F., Fattouh Fattouh, M., Fawzy Mona, M. and Hussein Ibrahim, S. (2019), "Behavior of stiffened and unstiffened cft under concentric loading, an experimental study", Steel Compos. Struct., 33(6), 793-803. https://doi.org/10.12989/scs.2019.33.6.793. DOI |
6 | Younes, S.M., Ramadan, H.M. and Mourad, S.A. (2016), "Stiffening of short small-size circular composite steel-concrete columns with shear connectors", J. Adv. Res., 7(3), 525-538. https://doi.org/10.1016/j.jare.2015.08.001 DOI |
7 | Shalaby H.A., Hassan M.M. and Safar S.S. (2019) "Parametric study of shear strength of CFRP strengthened end-web panels", Steel Compos. Struct., 31(2), 159-172. https://doi.org/https://doi.org/10.12989/scs.2019.31.2.159. DOI |
8 | Alrebeh, S.K., and Ekmekyapar, T. (2019a), "Structural performance of short concrete-filled steel tube columns with external and internal stiffening under axial compression", Structures, 20, 702-716, https://doi.org/10.1016/j.istruc.2019.06.015. DOI |
9 | Alrebeh, S.K., and Ekmekyapar, T. (2019b), "Structural behavior of concrete-filled steel tube short columns stiffened by external and internal continuous spirals", Structures, 22, 98-108, https://doi.org/10.1016/j.istruc.2019.07.001. DOI |
10 | Dessouki, A.K., Yousef, A.H. and Fawzy, M.M. (2014), "Stiffener configuration of beam to concrete-filled tube column connections", Steel Compos. Struct., 17(1), 83-103, https://doi.org/10.12989/scs.2014.17.1.083. DOI |
11 | Ding, F., Wen, B. Liu, X. and Wang, H. (2017), "Composite action of notched circular CFT stub columns under axial compression", Steel Compos. Struct., 24(3), 309-322. https://doi.org/10.12989/scs.2017.24.3.309. DOI |
12 | Fu, Q., Ding, F.X., Zhang, T., Wang, L. and Fang, C.J. (2018), "Composite action of hollow concrete-filled circular steel tubular stub columns", Steel Compos. Struct., 26(6), 693-703. |
13 | De Nardin, S. and El Debs, A.L.H.C. (2007), "Shear transfer mechanisms in composite columns: an experimental study", Steel Compos. Struct., 7(5), 377-390. https://doi.org/https://doi.org/10.12989/scs.2007.7.5.377. DOI |
14 | AL-Eliwi, B.J., Ekmekyapar, T., Faraj, R.H., Gogus, M.T. and ALShaar, A.A. (2017), "Performance of lightweight aggregate and self-compacted concrete-filled steel tube columns", Steel Compos. Struct., 25(3), https://doi.org/10.12989/scs.2017.25.3.299. DOI |
15 | Chithira, K. and Baskar, K. (2014), "Experimental study on circular concrete-filled steel tubes with and without shear connectors", Steel Compos. Struct., 16(1), 99-116. https://doi.org/https://doi.org/10.12989/scs.2014.16.1.099. DOI |
16 | DIN 50125 (2016), Testing of metallic materials - Tensile test pieces, German Institute for Standardisation (Deutsches Institut fur Normung); Berlin, Germany. |
17 | Hua, W., Wang, H. J. and Hasegawa, A. (2014), "Experimental study on reinforced concrete-filled circular steel tubular columns", Steel Compos. Struct., 17(4), 517-533. https://doi.org/10.12989/scs.2014.17.4.517. DOI |
18 | Eurocode 4 (2004), Design of Composite Steel and Concrete Structures, European Committee for Standardization, Brussels, 2004. |
19 | Hoang An Le and Ekkehard Fehling, (2017)," Numerical analysis of circular steel tube confined UHPC stub columns ", Steel Compos. Struct., 19(3), https://doi.org/10.12989/cac.2017.19.3.263. DOI |
20 | Kadhim, I.T. and Guneyisi, E.M. (2018), "Code based assessment of load capacity of steel tubular columns infilled with recycled aggregate concrete under compression", Construct. Build. Mater., 168, 715-731. https://doi.org/10.1016/j.conbuildmat.2018.02.088. DOI |
21 | AIJ (2008), Recommendations for design and construction of concrete filled steel tubular structures, Architectural Institute of Japan (AIJ); Tokyo, Japan. |
22 | AISC 360-10 (2010), Specification for Structural Steel Buildings, American Institute of Steel Construction (AISC); Chicago, IL, 2010. |
23 | Yuan, F., Huang, H. and Chen, M. (2019), "Effect of stiffeners on the eccentric compression behaviour of square concrete-filled steel tubular columns", Thin-Walled Struct., 135, 196-209. https://doi.org/10.1016/j.tws.2018.11.015. DOI |
24 | Alhatmey, I.A., Ekmekyapar, T. and Alrebeh, S.K. (2018), "Residual strength capacity of fire-exposed circular concretefilled steel tube stub columns", Steel Compos. Struct., 6(5), https://doi.org/10.12989/acc.2018.6.5.485. DOI |
25 | ACI 318-11 (2011), Building code requirements for structural concrete and commentary, American Concrete Institute; Farmington Hills, MI, USA. |
26 | Tran, V.L., Jang, Y. and Kim, S.E. (2019), "Improving the axial compression capacity prediction of elliptical CFST columns using a hybrid ANN-IP model", Steel Compos. Struct., 39(3), 319-335. https://doi.org/10.12989/scs.2021.39.3.319. DOI |
![]() |