2021
DOI: 10.1029/2020ms002277
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A Generalized Interpolation Material Point Method for Shallow Ice Shelves. 1: Shallow Shelf Approximation and Ice Thickness Evolution

Abstract: Our material point method for ice shelf flow enables error-free advection of history variables, such as damage, and ice front tracking  The method can be readily implemented into existing finite element software (here, Elmer/Ice), and is suitable for large-scale application  The method is verified against analytical solutions for steady-state flow and front evolution, and tested on an idealized marine ice sheet

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Cited by 4 publications
(9 citation statements)
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“…This diffusion is inherent to purely Eulerian advection schemes, where the mesh is not moved with the computed velocity field, and can also arise when working in a Lagrangian frame (moving-mesh) due to frequent remeshing that may be required when modeling large-deformation processes like ice shelf flow. While our creep damage model may be adopted for any flow-modeling framework, we implement it here within our GIMPM-SSA code to avoid these diffusion errors (Huth et al, 2021). The GIMPM (Bardenhagen & Kober, 2004) is one of several material point methods, which all share the same basic procedure.…”
Section: Generalized Interpolation Materials Point Methods (Gimpm)mentioning
confidence: 99%
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“…This diffusion is inherent to purely Eulerian advection schemes, where the mesh is not moved with the computed velocity field, and can also arise when working in a Lagrangian frame (moving-mesh) due to frequent remeshing that may be required when modeling large-deformation processes like ice shelf flow. While our creep damage model may be adopted for any flow-modeling framework, we implement it here within our GIMPM-SSA code to avoid these diffusion errors (Huth et al, 2021). The GIMPM (Bardenhagen & Kober, 2004) is one of several material point methods, which all share the same basic procedure.…”
Section: Generalized Interpolation Materials Point Methods (Gimpm)mentioning
confidence: 99%
“…Consequently, horizontal velocities and the corresponding strain-rates can be assumed constant with depth. Assuming that vertical normal stress is equal to the overburden pressure, excluding vertical shear components from the incompressible Stokes equations, and vertically integrating yields the 2-D SSA, or SSA (Huth et al, 2021;MacAyeal, 1989;Weis, 2001…”
Section: Shallow Shelf Approximationmentioning
confidence: 99%
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