Influence of Axial Load Level on Performance of Resist Impact on Tubular T-Joint

Hui Qu

doi:10.4028/www.scientific.net/AMM.166-169.310

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Influence of Axial Load Level on Performance of...

Influence of Axial Load Level on Performance of Resist Impact on Tubular T-Joint

Abstract:

Axial load loading on the chord can deteriorate impact performance of tubular T-joint subjected to impact loading on the brace. FEA method was used in this paper to investigate the influence of different axial load level under varied impact energy. The analysis result showed that with the increasing of axial load level, the impact force decreased, and under the same axial load level, the impact force increased with the increasing of impact energy. The failure model under different axial load is change from failure around the juncture of chord and brace to at the end of chord.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

310-313

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.310

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Online since:

May 2012

Authors:

Hui Qu

Keywords:

Axial Load Level, Failure Model, Impact Energy, Impact Force, Tubular T-Joint

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References

[1] W.L. Jin, J. Song, S.F. Gong, Y. Lu. Engineering Structures, Vol. 27 (2005), p.1317.

Google Scholar

[2] W.J. Yu, J.C. Zhao, H.X. Luo, J.Y. Shi, D.X. Zhang. Journal of Constructional Steel Research(2011)

DOI: 10.1016/j.jcsr.2011.03.001

Google Scholar

[3] H. Qu, Y. Zhang. in: 12th international conference on Inspection, Appraisal Repairs & Maintenance of Structures. edtied by Y.B. Shao et al. CI-Premier Organisation, Sigapore(2010)

Google Scholar

[4] H. Qu, F. Chu. Journal of Ship Mechanism. Vol. 15(2011), p.1306. (In Chinese)

Google Scholar

[5] H. Al-Thairy, Y.C. Wang. International Journal of Impact Engineering. Vol. 38(2011), p.732.

Google Scholar

[6] M. Zeinoddini, G.A.R Parke., J.E. Harding. International Journal of Impact Engineering, Vol. 27(2002), p.669.

Google Scholar

[7] M. Zeinoddini, J.E. Harding, G.A.R. Parke. International Journal of Impact Engineering, Vol. 35(2008): p.1267.

Google Scholar

[8] Hou Chuanchuan. Research on the behaviour of Concrete filled steel tubular members under low velocity impact[D]. Peaking: Tsinghua Universtiy. 2012. (In Chinese, published in July, 2012)

Google Scholar

[9] P.S. Symonds. In: Division of engineering report, Brown University, BU/ NSRDC/1-67, (1967).

Google Scholar