Lean Duplex Stainless Steel Tubular Members Strengthened with CFRP Plate Subjected to Web Crippling

Article Preview

Abstract:

Lean duplex stainless steel tubular members are relatively new grade of material. An experimental investigation of lean duplex stainless steel tubular members subjected to web crippling is presented in this paper. The test specimens were strengthened with adhesive bonded carbon fibre-reinforced polymer (CFRP). The web crippling tests were conducted under End-Two-Flange, Interior-Two-Flange, End-One-Flange and Interior-One-Flange loading conditions. A total of 38 web crippling tests was conducted. The investigation was mainly focused on the effects of web slenderness of lean duplex stainless steel tubular sections on CFRP strengthening against web crippling. The lean duplex stainless steel type EN 1.4162 was used in the investigation. The tests were performed on five different sizes of square and rectangular hollow sections that covered a wide range of web slenderness ratio from 8.1 to 57.0. Three different failure modes were observed in the tests of the strengthened specimens, namely the adhesion, interlaminar failure of CFRP plate and combination of adhesion and interlaminar failure of CFRP plate. It is shown that the web crippling strength of lean duplex stainless steel tubular members may increase up to 76% due to the strengthening of CFRP.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1644-1656

Citation:

Online since:

May 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] J.O. Nilsson, G. Chai and U. Kivisäkk: Recent development of duplex stainless steels, Proceedings of the Sixth European Stainless steel Conference, Finland, (2008), pp.585-590

Google Scholar

[2] F. Zhou and B.Young: Experimental and numerical investigations of cold-formed stainless steel tubular sections subjected to concentrated bearing load. Journal of Constructional Steel Research, Vol. 63(2007), p.1452–1466.

DOI: 10.1016/j.jcsr.2006.12.007

Google Scholar

[3] F. Zhou and B.Young: Cold-formed stainless steel sections subjected to web crippling. Journal of Structural Engineering, ASCE,Vol. 132(2006), p.134–144.

DOI: 10.1061/(asce)0733-9445(2006)132:1(134)

Google Scholar

[4] F. Zhou and B.Young: Cold-formed high-strength stainless steel tubular sections subjected to web crippling. Journal of Structural Engineering, ASCE, Vol.133(2007), p.368–377.

DOI: 10.1061/(asce)0733-9445(2007)133:3(368)

Google Scholar

[5] X.L. Zhao and L. Zhang: State-of-the-art review on FRP strengthened steel structures. Engineering Structures, Vol. 29(2007), p.1808–1823.

DOI: 10.1016/j.engstruct.2006.10.006

Google Scholar

[6] X.L Zhao, D. Fernando, and R. Al-Mahaidi: CFRP strengthened RHS subjected to transverse end bearing force, Engineering Structures, Vol. 28(2006), pp.1555-1565.

DOI: 10.1016/j.engstruct.2006.02.008

Google Scholar

[7] D. Fernando, T. Yu, J.G. Teng and X.L. Zhao: CFRP strengthening of rectangular steel tubes subjected to end bearing loads: effect of adhesive properties and finite element modelling. Thin-Walled Structures, Vol. 47(2009), pp.1020-1028.

DOI: 10.1016/j.tws.2008.10.008

Google Scholar

[8] X.L. Zhao and R. Al-Mahaidi: Web buckling of lightsteel beams strengthened with CFRP subjected to end bearing forces. Thin-Walled Structures, Vol. 47(2009), pp.1029-1036.

DOI: 10.1016/j.tws.2008.10.009

Google Scholar

[9] D. A. Schnerch: Strengthening of steel structures with high modulus carbon fiber reinforced polymer (CFRP) materials. PhD dissertation, North Carolina State University, Raleigh (NC), (2005).

Google Scholar

[10] S.H, Xia and J.G. Teng: Behaviour of FRP-to-steel bonded joints, Proceedings of the International Symposium on Bond Behaviour of FRP in Structures, Hong Kong, China, (2005), p.411–418.

Google Scholar

[11] S.M.Z. Islam and B. Young: Effects of different adhesive and FRP on strengthening of stainless steel tubular structural members , Proceedings of the 13th International Symposium on Tubular Structures, Hong Kong, China, (2010), pp.273-280.

DOI: 10.1201/b10564-38

Google Scholar

[12] S.M.Z. Islam and B.Young: FRP strengthened aluminium tubular sections subjected to web crippling. Thin-Walled Structures, Vol. 49(2011), pp.1392-1403.

DOI: 10.1016/j.tws.2011.06.007

Google Scholar

[13] C. Wu, X.L. Zhao, W.H. Duan and P. Phipat: Experimental and numerical study on CFRP strengthened aluminium tubular sections subjected to end bearing force. International Journal of Structural Stability and Dynamics, Vol. 12(2012), in press.

DOI: 10.1142/s0219455412004616

Google Scholar

[14] ASTM. Standard test methods for tension testing of metallic materials, E 8M-97. West Conshohocken: American Society for Testing and Materials, (1997).

Google Scholar

[15] AS. Methods for tensile testing of metals, Australian standard AS 1391. Sydney, Australia: Standards Association of Australia, (1991).

Google Scholar

[16] W. Ramberg, W.R. Osgood: Description of stress–strain curves by three parameters. Technical note No. 902, National Advisory Committee for Aeronautics, (1943).

Google Scholar

[17] S.M.Z. Islam and B.Young: FRP strengthening of lean duplex stainless steel hollow section subjected to end bearing load. Proceedings of the 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing, China, (2012), accepted.

DOI: 10.1016/j.tws.2014.08.010

Google Scholar

[18] ASCE. Specification for the design of cold-formed stainless steel structural members. SEI/ASCE 8-02; Reston, VA: American Society of Civil Engineers, (2002).

DOI: 10.1061/9780784405567

Google Scholar

[19] S. Fawzia, R. Al-Mahaidi, X.L. Zhao, and S. Rizkalla: Strengthening of circular hollow steel tubular sections using high modulus CFRP sheets. Construction and Building Materials, Vol. 21(2007), pp.839-845.

DOI: 10.1016/j.conbuildmat.2006.06.014

Google Scholar