Non-linear design and safety analysis of arch dams using damage mechanics

International Journal on Hydropower and Dams

Volumn 8, Issue 3, 2001, Pages 72-80

  Gunn, R M ^a  

^a Stucky Consulting Engineers Ltd   (Switzerland)

Author keywords

[No Author keywords available]

Indexed keywords

ACCIDENT PREVENTION; BEAMS AND GIRDERS; FINITE ELEMENT METHOD; STRUCTURAL ANALYSIS; THREE DIMENSIONAL; TWO DIMENSIONAL;

DAMAGE MECHANICS; NON-LINEAR DESIGN; SAFETY ANALYSIS;

ARCH DAMS;

EID: 0034963791     PISSN: 13522523     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (9)

1. "Computer software for dams. Validation", international commission on large dams Paris, France
2. Non-linear analysis of arch dams including an anisotropic damage mechanics based constitutive model for concrete
3. Determination of fracture energy from size effect and brittleness number
4. Sur l'analyse de la fissuration des barrages en béton par la mécanique de l'endommagement contin. Comportement statique et dynamique
5. Experimental and numerical fracture modelling of a gravity dam
6. Size scale transition from ductile to brittle failure: A dimensional analysis approach
7. Analysis crack formation and crack growth in concrete by means of fracture mechanics and finite elements