Influence of nonlinearity and double elasticity on flexure of rock beams - I. Technical theory

International Journal of Solids and Structures

Volumn 38, Issue 22-23, 2001, Pages 4091-4117

  Exadaktylos, G E ^a,c   Vardoulakis, I ^b   Kourkoulis, S K ^b  

^a TECHNICAL UNIVERSITY OF CRETE   (Greece)

^b NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

^c NONE   (Greece)

Author keywords

Elasticity; Nonlinearity; Rock beams; Theory

Indexed keywords

BENDING STRENGTH; CRYSTALLINE ROCKS; ELASTIC MODULI; ELASTICITY; FRICTION; MICROCRACKS; POISSON RATIO; STRAIN; STRESS ANALYSIS; TENSILE STRENGTH; TENSILE TESTING;

HOOKE'S LINEAR CONSTITUTIVE LAW;

ROCK MECHANICS;

ELASTICITY; FLEXURE; NONLINEARITY; ROCK;

EID: 0035832346     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(00)00251-1     Document Type: Article

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