Addressing the effects of material non-linearities on wellbore stresses using stress- and strain-dependent elastic moduli

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Authors: Pawel A. Nawrocki, Maurice B. Dusseault, Rolf K. Bratli
Cited by: 4

Abstract

Two elastic constitutive models accounting for pre-peak non-linear (NL) effects are formulated and applied to deformation analysis around circular openings in rock. These models present extension of the constitutive equations of linear elasticity (LE) to NL materials obtained by replacing classic elastic moduli K o (bulk modulus), and G o (shear modulus) of linear elasticity with stress- or strain-dependent functions introduced in a form of power series. Model parameters are identified from uniaxial compression tests, and a numerical examples showing linear and NL stress distributions in a hollow cylinder are presented.

Fields of Study & Subjects

Elasticity and Material Modeling Fatigue and fracture mechanics Ultrasonics and Acoustic Wave Propagation

Publication details

Journal / source
Rock Mechanics
Publisher
CRC Press
Pages
819–824
Publication date
18 February 2026
Language
EN
Document type
Book chapter