Properties of Recycled Aggregate Concrete Filled Steel Tubes

Article Preview

Abstract:

A review on the properties of recycled aggregate concrete filled steel tubes (RACSFT) was presented, followed by the short overview on the related researches. The uniaxial mechanical behavior, flexural performance, creep performance as well as eccentric loaded behavior of RACSFT specimens were discussed. It was found that the differences between the element made of recycled aggregate concrete (RAC) and that of natural aggregate concrete (NAC) could not be ignored. The performance of the RACFST is inferior to that of natural concrete filled steel tube (CFST). But, the RACSFT can be applied into structural elements safely. Based on the test results, it was also concluded that the RACSFT is an effective method to improve the application of RAC.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1323-1326

Citation:

Online since:

December 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] T.C. Hansen, E. Boegh: ACI J. Vol. 82(1985), p.648.

Google Scholar

[2] R.S. Ravindrarajah, C.T. Tam: Mag. Concr. Res. Vol. 37(1985), p.29.

Google Scholar

[3] K. Konno, Y. Sato, Y, Kakuta, et al.: Jpn. Concr. Inst. Trans. Vol. 19(1997), p.231.

Google Scholar

[4] K. Konno, Y. Sato, T. Ueda, et al.: Jpn. Concr. Inst. Trans. Vol. 20(1998), p.287.

Google Scholar

[5] F. Y. Wu, Y. F. Yang: J. Fuzhou Univ. Vol. Supplement (2005), p.209. (In Chinese).

Google Scholar

[6] Z. P. Chen, F. Liu, H. H. Zheng and J.Y. Xue, Research on the bearing capacity of recycled aggregate concrete-filled circle steel tube column under axial compression loading, IEEE Int. Conf. on Mechanic Automation and Control Engineering, Wuhan, China, 26-28 June (2010).

DOI: 10.1109/mace.2010.5536412

Google Scholar

[7] Y. J. Huang, J.Z. Xiao and Ch. Zhang: J. Constr. Steel Res. Vol. 76(2012), p.100.

Google Scholar

[8] J. Z. Xiao, Y. J. Huang, J. Yang and Ch. Zhang: Const. Bldg. Mater. Vol. 26(2012), p.591.

Google Scholar

[9] X. Ye, Y. F. Yang, Mechanical properties of CFST under pure bending moment, Proceedings of the Fifteenth National Conference on Structural Engineering (No. Ⅱ), Jiaozuo, China, 16-18 Oct. 2006. (In Chinese).

Google Scholar

[10] Y. F. Yang and L. H. Han: J. Constr. Steel Res. Vol. 70(2006), p.1310.

Google Scholar

[11] Z.P. Chen, Q.L. Li and Zhang XG: China Civ. Eng. J. Vol. 45(2012), p.72. (In Chinese).

Google Scholar

[12] Y. F. Yang, L. H. Han and L. T. Zhou: Adv. Struct. Eng. Vol. 12(2009), p.183.

Google Scholar

[13] J. Z. Xiao, Y. J. Huang and Z. H. Sun: Adv. Struct. Eng. Vol. 17(2014), p.683.

Google Scholar

[14] Y. F. Yang, L. H. Han and X. Wu: Adv. Struct. Eng. Vol. 11(2008), p.383.

Google Scholar

[15] J. Chen, Y. Geng and Y.Y. Wang: J. Bldg. Struct. Vol. 35(2014), p.280.

Google Scholar