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    Plastic Bifurcation in the Triaxial Confining Pressure Test 

    Source: Journal of Applied Mechanics:;2000:;volume( 067 ):;issue: 003:;page 552
    Author(s): D. Durban; P. Papanastasiou
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Bifurcations of a circular cylinder are studied, within the context of the triaxial confining pressure test, for pressure sensitive solids. Material response is modeled by large strain versions ...
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    Bifurcation of Elastoplastic Pressure-Sensitive Hollow Cylinders 

    Source: Journal of Applied Mechanics:;1999:;volume( 066 ):;issue: 001:;page 117
    Author(s): P. Papanastasiou; D. Durban
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A linear bifurcation analysis is presented for pressure sensitive elastoplastic hollow cylinders under radial surface loads. Material response is modeled by flow and deformation theories of the ...
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    Modeling of Hydraulic Fracturing in a Poroelastic Cohesive Formation 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 002
    Author(s): E. Sarris; P. Papanastasiou
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the main parameters that affect the propagation of a fluid driven-fracture in a poroelastic medium. The fracture results from the pumping of an incompressible Newtonian viscous fluid at the fracture ...
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    Modeling Borehole and Perforation Collapse with the Capability of Predicting the Scale Effect 

    Source: International Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 004
    Author(s): P. Papanastasiou; M. Thiercelin
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the writers examine a borehole failure model that is based on fracture mechanics and layer buckling theories and compare its predictions with experimental data. The model assumes that the main failure mechanism ...
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    Influence of Nonassociativity on Localization and Failure in Geomechanics Based on Gradient Elastoplasticity 

    Source: International Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 001
    Author(s): A. Zervos; I. Vardoulakis; P. Papanastasiou
    Publisher: American Society of Civil Engineers
    Abstract: We present results of a parametric study on shearband formation in geomaterials, examining the influence of material dilatancy on shearband properties. The study is based on a new higher order continuum theory, called ...
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