Quasi-Static and Impact Tests on Pre-Cracked Tubular Beams
Author:
Affiliation:
1. Institute of Applied Physics and Computational Mathematics
2. Hong Kong University of Science and Technology
Publisher
Trans Tech Publications, Ltd.
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Link
https://www.scientific.net/KEM.274-276.841.pdf
Reference8 articles.
1. L.G. Brazier: On the flexure of thin cylindrical shells and other sections, Proc. R. Soc. Series A CXVI (1926), pp.104-114.
2. T.X. Tu, S.R. Reid, and B. Wang: Hardening-softening behaviour of tubular cantilever beams, Int. J. Mech. Sci. Vol. 35 (1993), pp.1021-1033.
3. K.S. Chen and W. Q. Shen: Further experimental study on the failure of fully clamped steel pipes, Int. J. Impact Engng. Vol. 21 (1998), pp.177-202.
4. S.R. Reid, T.X. Tu, J.L. Yang and G.G. Corbett: Dynamic elastic-plastic behaviour of whipping pipes: experiments and theoretical model, Int. J. Impact Engng. Vol. 18 (1996), pp.703-733.
5. T.X. Tu and F.L. Chen: Pipe whip: phenomena, experiments, modelling and simulations, The 15th Boiler & Pressure Vessels Annula Seminar, Hong Kong (1999).
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