Continuum damage model for simulation of the progressive failure of Brittle Rocks

• A constitutive model is developed in which a set of continuous field variables, called damage vectors are used to describe the anisotropic response of a brittle solid due to the growth of cracks under general applied loads. The model is tested numerically by studying the response of infinitely extended solids under a number of general plane strain loading conditions

Ämnesord

TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Annan samhällsbyggnadsteknik (hsv//swe)

ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Other Civil Engineering (hsv//eng)

Nyckelord

Mining and Rock Engineering

Gruv- och Berganläggningsteknik

Publikations- och innehållstyp

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