Post-peak Behaviour of Composite Column Using a Ductile Lightweight Aggregate Concrete
Source abstract
Abstract
Abstract Oil palm shell (OPS) concrete filled steel tube (CFT) columns are acknowledged to be a new type of sustainable composite column. In this type of column, the conventional coarse aggregate was partially replaced with OPS lightweight aggregate to provide a green composite column. This type of CFT column showed higher energy absorption and flexibility compared to CFT columns with normal weight concrete. This research studied the effect of the strength of OPS concrete on the axial compressive behaviour of CFT columns for two grades of OPS concretes. The behaviour was comparable to that of CFT columns with two grades of normal concrete. The results showed that the CFT columns with OPS concrete achieved a new post-peak behaviour. The experimental results of the axial compressive load were compared with the estimation of two international standards. EC4-1994 and ACI318-14 showed a reliable and conservative estimation of the axial load capacity of CFT columns, respectively.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Structural Load-Bearing Analysis · Structural Behavior of Reinforced Concrete · Structural Engineering and Vibration Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (57)
Show source-provided references
1. Abed, F., AlHamaydeh, M., & Abdalla, S. (2013). Experimental and numerical investigations of the compressive behavior of concrete filled steel tubes (CFSTs). Journal of Constructional Steel Research, 80, 429–439.10.1016/j.jcsr.2012.10.005 ↗
2. ACI 2014. Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary. American Concrete Institute.
3. Alengaram, U. J., Jumaat, M. Z., Mahmud, H., & Fayyadh, M. M. (2011). Shear behaviour of reinforced palm kernel shell concrete beams. Construction and Building Materials, 25, 2918–2927.10.1016/j.conbuildmat.2010.12.032 ↗
4. Amano, M., Kasai, A., Usami, T., Ge, H., Okamoto, O., & Maeno, H. (1998). Experimental and analytical study on elasto-plastic behaviour of partially concrete-filled steel bridge piers. Structural Engineering JSCE, 44, 179–187.
5. Chacón, R., Mirambell, E., & Real, E. (2013). Strength and ductility of concrete-filled tubular piers of integral bridges. Engineering Structures, 46, 234–246.10.1016/j.engstruct.2012.07.026 ↗
6. Cui, H. Z., Lo, T. Y., Memon, S. A., Xing, F., & Shi, X. (2012). Analytical model for compressive strength, elastic modulus and peak strain of structural lightweight aggregate concrete. Construction and Building Materials, 36, 1036–1043.10.1016/j.conbuildmat.2012.06.034 ↗
7. de Oliveira, W. L. A., De Nardin, S., et al. (2009). Influence of concrete strength and length/diameter on the axial capacity of CFT columns. Journal of Constructional Steel Research, 65, 2103–2110.10.1016/j.jcsr.2009.07.004 ↗
8. Ec4 1994. Design of composite steel and concrete structures (EN 1994). European Committee for Standardization: British Standards Institution.
9. Fam, A., Qie, F. S., & Rizkalla, S. (2004). Concrete-filled steel tubes subjected to axial compression and lateral cyclic loads. Journal of Structural Engineering, 130, 631–640.10.1061/(ASCE)0733-9445(2004)130:4(631) ↗
10. Fu, Z.-Q., Ji, B.-H., Zhu, W., & Ge, H.-B. (2016). Bending behaviour of lightweight aggregate concrete-filled steel tube spatial truss beam. Journal of Central South University, 23, 2110–2117.10.1007/s11771-016-3267-x ↗
11. Fu, Z., Wang, Q., Wang, Y., & Ji, B. (2018). Bending performance of lightweight aggregate concrete-filled steel tube composite beam. KSCE Journal of Civil Engineering, 22, 3894–3902.10.1007/s12205-018-0660-z ↗
12. Fujimoto, T., Mukai, A., Nishiyama, I., et al. (1997). Axial compression behavior of concrete filled steel tubular stub columns using high strength materials. Journal of Structural and Construction Engineering (Transactions of AIJ), 62(498), 161–168. https://doi.org/10.3130/aijs.62.161.10.3130/aijs.62.161 ↗
13. Furlong, R. W. (1967). Strength of steel-encased concrete beam columns. Journal of the Structural Division, 93, 113–124.10.1061/JSDEAG.0001761 ↗
14. Furlong, R. W. (1968). Design of steel-encased concrete beam-columns. Journal of the Structural Division, 94, 267–282.10.1061/JSDEAG.0001854 ↗
15. Gardner, N.J., Jacobson, E.R., 1967. Structural behavior of concrete filled steel tubes, ACI Journal Proceedings. ACI.
16. Giakoumelis, G., & Lam, D. (2004). Axial capacity of circular concrete-filled tube columns. Journal of Constructional Steel Research, 60, 1049–1068.10.1016/j.jcsr.2003.10.001 ↗
17. Gourley, B. C., Tort, C., Denavit, M. D., Schiller, P. H., & Hajjar, J. F. (2008). A synopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube members, connections, and frames. Newmark Structural Engineering Laboratory: University of Illinois at Urbana-Champaign.
18. Guler, S., Çopur, A., & Aydogan, M. (2013). Axial capacity and ductility of circular UHPC-filled steel tube columns. Magazine of Concrete Research, 65, 898–905.10.1680/macr.12.00211 ↗
19. Hamidian, M. R., Jumaat, M. Z., Alengaram, U. J., Sulong, N. R., & Shafigh, P. (2016a). Pitch spacing effect on the axial compressive behaviour of spirally reinforced concrete-filled steel tube (SRCFT). Thin-Walled Structures, 100, 213–223.10.1016/j.tws.2015.12.011 ↗
20. Hamidian, M. R., Shafigh, P., Jumaat, M. Z., Alengaram, U. J., & Sulong, N. R. (2016b). A new sustainable composite column using an agricultural solid waste as aggregate. Journal of Cleaner Production, 129, 282–291.10.1016/j.jclepro.2016.04.072 ↗
21. Han, L.-H., Li, W., & Bjorhovde, R. (2014). Developments and advanced applications of concrete-filled steel tubular (CFST) structures: members. Journal of Constructional Steel Research, 100, 211–228.10.1016/j.jcsr.2014.04.016 ↗
22. Han, L.-H., Uy, B., Tao, Z., Mashiri, F., Zhu, X., Mirza, O., Tan, E.L., 2010. Some recent developments of concrete filled steel tubular (CFST) structures in China, Proceedings of the 4th international conference on steel & composite structures, pp. 43-54.10.3850/978-981-08-6218-3_key-4 ↗
23. Han, L.-H., Yao, G.-H., & Zhao, X.-L. (2005). Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC). Journal of Constructional Steel Research, 61, 1241–1269.10.1016/j.jcsr.2005.01.004 ↗
24. Hassanpour, M., Shafigh, P., & Mahmud, H. B. (2012). Lightweight aggregate concrete fiber reinforcement—a review. Construction and Building Materials, 37, 452–461.10.1016/j.conbuildmat.2012.07.071 ↗
25. Hossain, K. M., & Chu, K. (2019). Confinement of six different concretes in CFST columns having different shapes and slenderness. International Journal of Advanced Structural Engineering, 11, 255–270.10.1007/s40091-019-0228-2 ↗
26. Huang, C., Yeh, Y.-K., Liu, G.-Y., Hu, H.-T., Tsai, K., Weng, Y., et al. (2002). Axial load behavior of stiffened concrete-filled steel columns. Journal of Structural Engineering, 128, 1222–1230.10.1061/(ASCE)0733-9445(2002)128:9(1222) ↗
27. Jialin, T. (1996). Modeling of stress-strain relationships for steel and concrete in concrete filled circular steel tubular columns. Kou kouzou Rombunshuu, 3, 35–46.
28. Jiaru, Q., Gang, W., Zuozhou, Z., & Zhao, K. (2004). Research on section moment-curvature relationship curves of steel tube confined high-strength concrete members. Industrial Construction, 34, 70–73.
29. Knowles, R. B., & Park, R. (1969). Strength of concrete filled steel tubular columns. Journal of the Structural Division, 95, 2565–2588.10.1061/JSDEAG.0002425 ↗
30. Knowles, R. B., & Park, R. (1970). Axial load design for concrete filled steel tubes. Journal of the Structural Division, 96, 2125–2153.10.1061/JSDEAG.0002720 ↗
31. Kozul, R., Darwin, D., 1997. Effects of aggregate type, size, and content on concrete strength and fracture energy. University of Kansas Center for Research, Inc.
32. Li, Y., Cai, C. S., Liu, Y., Chen, Y., & Liu, J. (2016). Dynamic analysis of a large span specially shaped hybrid girder bridge with concrete-filled steel tube arches. Engineering Structures, 106, 243–260.10.1016/j.engstruct.2015.10.026 ↗
33. Lu, Z.-H., & Zhao, Y.-G. (2010). Suggested empirical models for the axial capacity of circular CFT stub columns. Journal of Constructional Steel Research, 66, 850–862.10.1016/j.jcsr.2009.12.014 ↗
34. Matsui, C. (1994). Structural performance and design of concrete filled steel tubular structures. Kou Kouzou Rombunshuu, 1, 11–24. (in Japanese).
35. Matsumoto, S., Komuro, T., Narihara, H., Kawamoto, S.-i., Hosozawa, O., Morita, K., 2012. Structural Design of an Ultra High-rise Building Using Concrete Filled Tubular Column with Ultra High Strength Materials, 15th World Conference on Earthquake Engineering (15 WCEE), Lisbon, Portugal.
36. Nishiyama, I., & Morino, S. (2002). Summary of research on concrete-filled structural steel tube column system carried out under the US-Japan cooperative research program on composite and hybrid structures. Ministry of Construction: Building Research Institute.
37. Park, R., Paulay, T., 1975. Reinforced concrete structures. John Wiley & Sons.10.1002/9780470172834 ↗
38. Raizamzamani, M. M., Azerai, A., & Hanizah, A. (2019). Confinement effects on circular steel tubes filled with foamed concrete (FCFST) subjected to axial thrust and bending. Asian Journal of Civil Engineering, 20, 1021–1035.10.1007/s42107-019-00162-w ↗
39. Rakhshanimehr, M., Esfahani, M. R., Kianoush, M. R., Mohammadzadeh, B. A., & Mousavi, S. R. (2014). Flexural ductility of reinforced concrete beams with lap-spliced bars. Canadian Journal of Civil Engineering, 41, 594–604.10.1139/cjce-2013-0074 ↗
40. Roeder, C., Lehman, D., 2012. Initial investigation of reinforced concrete filled tubes for use in bridge foundations Washington State Transportation Center (TRAC), USA.
41. Salgar, P. B., & Patil, P. S. (2019). Experimental Investigation on Behavior of High-Strength Light weight Concrete-Filled Steel Tube Strut under Axial Compression. INAE Letters, 4, 207–214.10.1007/s41403-019-00077-7 ↗
42. Schneider, S.P., Kramer, D.R., Sarkkinen, D.L., 2004. The design and construction of concrete-filled steel tube column frames, 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada.
43. Shafigh, P., Jumaat, M. Z., & Mahmud, H. (2010). Mix design and mechanical properties of oil palm shell lightweight aggregate concrete: a review. International Journal of the Physical Sciences, 5, 2127–2134.
44. Shafigh, P., Jumaat, M. Z., & Mahmud, H. (2011a). Oil palm shell as a lightweight aggregate for production high strength lightweight concrete. Construction and Building Materials, 25, 1848–1853.10.1016/j.conbuildmat.2010.11.075 ↗
45. Shafigh, P., Jumaat, M. Z., Mahmud, H. B., & Alengaram, U. J. (2011b). A new method of producing high strength oil palm shell lightweight concrete. Materials and Design, 32, 4839–4843.10.1016/j.matdes.2011.06.015 ↗
46. Shafigh, P., Mahmud, H. B., & Jumaat, M. Z. (2012). Oil palm shell lightweight concrete as a ductile material. Materials and Design, 1980–2015(36), 650–654.10.1016/j.matdes.2011.12.003 ↗
47. Shams, M., Saadeghvaziri, M., 1999. Nonlinear response of concrete-filled steel tubular columns under axial loading. ACI Structural Journal 96.10.14359/777 ↗
48. Teo, D. C., Mannan, M. A., & Kurian, J. V. (2006a). Flexural behaviour of reinforced lightweight concrete beams made with oil palm shell (OPS). Journal of advanced concrete technology, 4, 459–468.10.3151/jact.4.459 ↗
49. Teo, D. C. L., Mannan, M. A., & Kurian, V. J. (2006b). Structural concrete using oil palm shell (OPS) as lightweight aggregate. Turkish Journal of Engineering and Environmental Sciences, 30, 251–257.
50. Teo, D., Mannan, M. A., Kurian, V., & Ganapathy, C. (2007). Lightweight concrete made from oil palm shell (OPS): structural bond and durability properties. Building and Environment, 42, 2614–2621.10.1016/j.buildenv.2006.06.013 ↗
51. Xiamuxi, A., & Hasegawa, A. (2012). A study on axial compressive behaviors of reinforced concrete filled tubular steel columns. Journal of Constructional Steel Research, 76, 144–154.10.1016/j.jcsr.2012.03.023 ↗
52. Xiao, Y., He, W., Mao, X., Choi, K., Zhu, P., 2003. Confinement design of CFT columns for improved seismic performance, Proceeding of the Annual Conference of Japan Concrete Institute, pp. 517-530.
53. Xue, J.-Q., Briseghella, B., & Chen, B.-C. (2012). Effects of debonding on circular CFST stub columns. Journal of Constructional Steel Research, 69, 64–76.10.1016/j.jcsr.2011.08.002 ↗
54. Yu, Z.-W., Ding, F.-X., & Cai, C. (2007). Experimental behavior of circular concrete-filled steel tube stub columns. Journal of Constructional Steel Research, 63, 165–174.10.1016/j.jcsr.2006.03.009 ↗
55. Yu, X., Tao, Z., & Song, T.-Y. (2016). Effect of different types of aggregates on the performance of concrete-filled steel tubular stub columns. Materials and Structures, 49, 3591–3605.10.1617/s11527-015-0742-z ↗
56. Zeghiche, J., & Chaoui, K. (2005). An experimental behaviour of concrete-filled steel tubular columns. Journal of Constructional Steel Research, 61, 53–66.10.1016/j.jcsr.2004.06.006 ↗
57. Zhang, X., Kuang, X., Yang, J., & Fan, Y. (2019). Bearing Capacity of Stone-Lightweight Aggregate Concrete-Filled Steel Tubular Stub Column Subjected to Axial Compression. KSCE Journal of Civil Engineering, 23, 3122–3134.10.1007/s12205-019-2287-0 ↗