Creep Induced Cohesive Crack Propagation in Mixed Mode-Reference-Cited by-同舟云学术

Creep Induced Cohesive Crack Propagation in Mixed Mode

Published:1999 Issue: Volume: Page:155-168
ISSN:
Container-title:IUTAM Symposium on Non–Linear Singularities in Deformation and Flow
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Author:

Barpi F.,Valente S.,Chille’ F.,Imperato L.

Publisher

Springer Netherlands

Link

http://link.springer.com/content/pdf/10.1007/978-94-011-4736-1_15.pdf

Reference21 articles.

1. Aassved Hansen, E. (1991) Influence of sustained load on the fracture energy and the fracture zone of concrete, in van Mier J.G.M., Rots J.G., Bakker A. (eds.) R.I.L.E.M./E.S.I.S. Conference on Fracture Processes in Brittle Disordered Materials: Concrete, Rock, Ceramics, E&FN SPON, 829–838.

2. Barenblatt, G.I. (1959) The formation of equilibrium cracks during brittle fracture: general ideas and hypotheses. Axially-symmetric cracks, Journal of Applied Mathematics and Mechanics, 23, 622–636.

3. Barpi, F. and Valente, S. (1996) Time induced crack propagation in concrete structures: cohesive crack model in mixed-mode conditions, Politecnico di Torino, Structural Engineering Department, Research Report A845/95.

4. Barpi, F. and Valente, S. (1998) Size-effects induced bifurcation phenomena during multiple cohesive crack propagation, International Journal of Solids and Structures, 35, 1851–1861.

5. Bazant, Z.P. and Gettu, R. (1992) Rate effects and load relaxation in static fracture of concrete, A.C.I. Materials Journal, 89, 456–468.

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