[1]
L.G. Brazier: On the flexure of thin cylindrical shells and other sections, Proc. R. Soc. Series A CXVI (1926), pp.104-114.
Google Scholar
[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.
DOI: 10.1016/0020-7403(93)90053-w
Google Scholar
[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.
DOI: 10.1016/s0734-743x(97)00083-3
Google Scholar
[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.
DOI: 10.1016/s0734-743x(96)00034-6
Google Scholar
[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).
Google Scholar
[6]
H.J. Petroski: The permanent deformation of a cracked cantilever struck transversely at its tip, ASME J. Appl. Mech. Vol. 51 (1984), pp.329-334.
DOI: 10.1115/1.3167621
Google Scholar
[7]
H.J. Petroski and A. Verma: Plastic response of cantilevers with stable cracks, ASME J. Eng. Mech., Vol. 111 (1985), pp.839-853.
DOI: 10.1061/(asce)0733-9399(1985)111:7(839)
Google Scholar
[8]
F.L. Chen and T.X. Yu: An experimental study of pre-notched clamped beams under impact loading, Submitted to Int. J. Solids Struct.
Google Scholar