A commercial finite element approach to modelling Glacial Isostatic Adjustment on spherical self-gravitating compressible earth models

Author:

Huang Pingping12,Steffen Rebekka3,Steffen Holger3,Klemann Volker2ORCID,Wu Patrick4,van der Wal Wouter5ORCID,Martinec Zdeněk67,Tanaka Yoshiyuki8

Affiliation:

1. Department of Civil and Geospatial Engineering, School of Engineering, Newcastle University , Newcastle Upon Tyne NE1 7RU , UK

2. Department 1: Geodesy, German Research Center for Geosciences (GFZ) , Potsdam 14473 , Germany

3. Geodata Division, Lantmäteriet , Gävle 80636 , Sweden

4. Department of Geoscience, University of Calgary , Calgary T2N-1N4 , Canada

5. Faculty of Aerospace Engineering, Delft University of Technology , Delft 2629HS , The Netherlands

6. Department of Geophysics, Dublin Institute for Advanced Studies DIAS , Dublin D02 Y006D02 , Ireland

7. Faculty of Mathematics and Physics, Charles University , Prague 116 36 , Czech Republic

8. Department of Earth and Planetary Sciences, The University of Tokyo , Tokyo 1130033 , Japan

Abstract

SUMMARYThis paper presents a method that modifies commercial engineering-oriented finite element packages for the modelling of Glacial Isostatic Adjustment (GIA) on a self-gravitating, compressible and spherical Earth with 3-D structures. The approach, called the iterative finite element body and surface force (FEMIBSF) approach, solves the equilibrium equation for deformation using the ABAQUS finite element package and calculates potential perturbation consistently with finite element theory, avoiding the use of spherical harmonics. The key to this approach lies in computing the mean external body forces for each finite element within the Earth and pressure on Earth's surface and core–mantle boundary (CMB). These quantities, which drive the deformation and stress perturbation of GIA but are not included in the equation of motion of commercial finite element packages, are implemented therein. The method also demonstrates how to calculate degree-1 deformation directly in the spatial domain and Earth-load system for GIA models. To validate the FEMIBSF method, loading Love numbers (LLNs) for homogeneous and layered earth models are calculated and compared with three independent GIA methodologies: the normal-mode method, the iterative body force method and the spectral-finite element method. Results show that the FEMIBSF method can accurately reproduce the unstable modes for the homogeneous compressible model and agree reasonably well with the Love number results from other methods. It is found that the accuracy of the FEMIBSF method increases with higher resolution, but a non-conformal mesh should be avoided due to creating the so-called hanging nodes. The role of a potential force at the CMB is also studied and found to only affect the long-wavelength surface potential perturbation and deformation in the viscous time regime. In conclusion, the FEMIBSF method is ready for use in realistic GIA studies, with modelled vertical and horizontal displacement rates in a disc load case showing agreement with other two GIA methods within the uncertainty level of GNSS measurements.

Funder

Tsinghua University

GRF

NERC

Helmholtz Association

Federal Ministry of Education and Research

Swedish National Space Agency

Publisher

Oxford University Press (OUP)

Subject

Geochemistry and Petrology,Geophysics

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