Titlebook: Current Trends in Concrete Fracture Research; Z. P. Bažant Book 1991 Springer Science+Business Media Dordrecht 1991 concrete.damage.fractu

Admonish

Features of mechanics of quasi-brittle crack propagation in concretetisfy a ‘portability’ condition, namely the model should be applicable to structures of an arbitrary geometry. Discussion on the effects of different loading conditions, i.e. mixed-mode loading conditions and different loading rates, on the fracture process in concrete is also presented.

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Perineum

Size-scale transition from ductile to brittle failure: structural response vs. crack growth resistanlar when varying the size-scale of the body. A connection is then established between structural response and crack growth resistance curve, the relevant parameters of a scale-invariant .-resistance curve being related to the energy brittleness number.

sphincter

Tinea-Capitis

Flawless

Immortal

Friction