COMPRESSIVE FAILURE MECHANISM OF DFORMED CONCRETE TUNNEL LININGS DUE TO A VERTICALLY CONCENTRATED LOAD
Author:
Affiliation:
1. Dept. of Urban & Civil Eng., Ibaraki University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej/2005/794/2005_794_794_21/_pdf
Reference18 articles.
1. 1) Yin, J., Wu, Z.S., Asakura, T. and Ota, H. : Cracking and Failure Behavior of Concrete Tunnel Lining Predicted by Smeared Crack Model, Journal of Struc. Mech. and Earthquake Eng., JSCE, Vol.18, No.1, pp.17-27, 2001. 1.
2. 2) Wu, Z.S., and Bazant, Z.P. : Finite element modeling of rate effect in concrete fracture with influence of creep. In Creep and Shrinkage of Concrete, Z.P. Bazant and I. Carol, Eds. E. & F.N. Spon, London, pp.427-432, 1993.
3. 3) Borst, R. de : Smeared cracking, plasticity, creep and thermal loading—A unified approach, Comp. Meth. Appl. Mech. Engng., Vol.62, pp.89-110, 1987.
4. 4) Rots, J.G., and Borst, R. de : Analysis of Mixed-Mode Fracture in Concrete, ASCE J. Engineering Mechanics Division, Vol.113, No.11, pp.1739-1758, 1987.
5. 5) Feenstra, P.H., and Borst, R. de : A plasticity model and algorithm for mode-I cracking in concrete, Int. J. Numer. Methods Eng., Vol.38, pp.2509-2529, 1995.
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