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Deformation of an elastic beam on a winkler foundation

Accepted version
Peer-reviewed

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Authors

Butler, AJO 
Meyer, CR 
Neufeld, JA 

Abstract

jats:titleAbstract</jats:title>jats:pWe present a simple model for geophysical systems involving sources of deformation, such as magmatic intrusions, subglacial lakes, and the subsurface storage of CO2. We consider the idealized system of a uniform elastic layer overlying a localized region of constant pressure that is surrounded by a Winkler foundation composed of springs. We investigate the effect of source depth and foundation stiffness on the resulting displacement profiles at both the surface and the level of the source. The system is characterized by three key features: the maximum uplift, the maximum subsidence, and the distance to the point of zero displacement. For each of these, we determine asymptotic scaling behavior in the limits of a thin/thick layer and a soft/stiff foundation and form composite curves that allow specific parameter values to be determined from field data. Both two-dimensional and axisymmetric pressure patches are considered, and in the thin-layer limit we derive analytical solutions.</jats:p>

Description

Keywords

computational mechanics, elasticity, mechanical properties of materials

Journal Title

Journal of Applied Mechanics, Transactions ASME

Conference Name

Journal ISSN

0021-8936
1528-9036

Volume Title

87

Publisher

ASME International

Rights

All rights reserved
Sponsorship
Engineering and Physical Sciences Research Council (EP/P026214/1)