Discussion of “Stability Theory of Cohesive Crack Model” by Yuan N. Li and Robert Y. Liang (March, 1992, Vol. 118, No. 3)
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Bažant, Z. L., and Cedolin, L. (1991). Stability of structures. Oxford University Press, Oxford, England.
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Cen, Z., and Maier, G. (1990). “Fracture propagation and instabilities in elastic‐cohesive crack models: a boundary element analysis.” D. Firrao, ed., Fracture behaviour and design of materials and structures, Vol. 2, Engrg. Material Adv. Serv., Warley, United Kingdom, 694–699.
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Cen, Z., and Maier, G. (1992). “Bifurcations and instabilities in fracture mechanics of cohesive‐softening media by boundary elements.” Fatigue Fract. Engrg. Mat. Struct., 15(9), 911–928.
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Cen, Z., Maier, G., and Tagliaferri, R. (1991). “Stability and its criteria analysis by boundary element method using cohesive crack model.” 4th China‐Japan Symp. on Boundary Element Methods, Beijing, China.
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Maier, G., Zavelani Rossi, A., and Dotreppe, J. C. (1973). “Equilibrium branching due to flexural softening.” J. Struct. Div., ASCE, 99(4), 897–906.
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Maier, G., Cen, Z., Novati, G., and Tagliaferri, R. (1991). “Fracture, path bifurcations and instabilities in elastic‐cohesive‐softening models: a boundary element approach.” Fracture processes in concrete, rock and ceramics, Van Mier, Rots, and Bakker, eds., E & FN, Spon, London, England, Vol. 2, 561–570.
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Maier, G., Novati, G., and Cen, Z. (1992). “Symmetric Galerkin boundary element method for frictional contact and brittle fracture problems.” Computational Mech., Vol. 13, 74–89.
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Published In
Journal of Engineering Mechanics
Volume 120 • Issue 5 • May 1994
Pages: 1168 - 1170
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Copyright © 1994 American Society of Civil Engineers.
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Published online: May 1, 1994
Published in print: May 1994
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