Numerical Simulation of Prenotched Gravity Dam Models

Author:

Barpi F.12,Valente S.12

Affiliation:

1. Res. Asst., Dept. of Struct. Engrg., Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Turin, Italy. E-mail: barpi@polito.it

2. Prof., Dept. of Struct. Engrg., Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Turin, Italy; corresponding author. E-mail: valente@ polito.it

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference30 articles.

1. Barenblatt G. I. (1959). “The formation of equilibrium cracks during brittle fracture: General ideas and hypotheses.” J. Appl. Mathematics and Mech. 23 622–636.

2. Barpi F. ( 1996). “Numerical models for the study of cracking phenomena in dams.” PhD thesis Politecnico di Torino Italy (in Italian).

3. Barpi F. Ferrara G. Imperato L. and Valente S. (1999). “Life-time of concrete dam models under constant loads.” Mat. and Struct. Paris 32 103–111.

4. Barpi F. and Valente S. ( 1996). “Scale effects in the cohesive process zone and structural response.” Size-scale effects in the failure mechanisms of materials and structures A. Carpinteri ed. E & FN Spon London 371–382.

5. Barpi F. and Valente S. (1998). “Size-effects induced bifurcation phenomena during multiple cohesive crack propagation.” Int. J. Solids and Struct. 35(16) 1851–1861.

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