Comparative merits of Linear Elastic Fracture Mechanics (LEFM) and cohesive crack approaches are discussed in this contribution with specific reference to the evaluation of safety against ultimate failure of large concrete gravity dams. Focus is put on the predictive capability of these alternative methodologies as the structural dimension and brittleness increase, and self-weight contribution tends to stabilize crack propagation.

LEFM and cohesive-crack approaches to safety evaluation of concrete gravity dams

BOLZON, GABRIELLA
2004-01-01

Abstract

Comparative merits of Linear Elastic Fracture Mechanics (LEFM) and cohesive crack approaches are discussed in this contribution with specific reference to the evaluation of safety against ultimate failure of large concrete gravity dams. Focus is put on the predictive capability of these alternative methodologies as the structural dimension and brittleness increase, and self-weight contribution tends to stabilize crack propagation.
2004
LEFM; cohesive crack; concrete gravity dams
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/267348
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