DISCUSSIONS AND CLOSURES
May 1, 1994
Closure to “Stability Theory of Cohesive Crack Model” by Yuan N. Li and Robert Y. Liang (March, 1992, Vol. 118, No. 3)
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Engineering Mechanics
Volume 120, Issue 5
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References
1.
Bažant, Z. P., and Wahab, A. B. (1979). “Instability and spacing of cooling or shrinkage cracks.” J. Engrg. Mech., ASCE, Vol. 105, 873–889.
2.
Hillerborg, A., Modeer, M., and Petersson, P.‐E. (1976). “Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements.” Cement and Concrete Res., Vol. 6, 773–782.
3.
Li, Y. N., and Hong, A. P. (1992). “Prediction of failure in notched infinite strips by the cohesive crack model.” Int. J. Solids Struct., 29(23), 2815–2828.
4.
Li, Y. N., and Liang, R. Y. (1993). “The theory of boundary eigenvalue problem in the cohesive crack model and its application.” J. Mech. Phys. Solids, 41(2), 331–350.
5.
Petersson, P.‐E. (1981). “Crack growth and development of fracture zones in plain concrete and similar materials,” PhD dissertation, Lund Institute of Technology, Lund, Sweden.
6.
Planas, J., and Elices, M. (1991). “Nonlinear fracture of cohesive materials.” Int. J. Fracture, Vol. 51, 139–157.
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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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Authors
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Yuan N. Li
Res. Asst., Dept. of Civ. Engrg., Univ. of Akron, Akron, OH 44325‐3905
Robert Y. Liang, Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Akron, Akron, OH
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