An elasto-visco-plastic model using the finite element method for crustal and lithospheric deformation
A novel numerical model based on solid deformation is presented in this paper. This thermo-mechanical model can simulate the tectonic evolution of crust and (lithospheric and asthenospheric) mantle under different conditions. Our implementation uses the finite element method (FEM) in order to solve...
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2009
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| LEADER | 11930caa a22009257a 4500 | ||
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| 001 | PAPER-8609 | ||
| 003 | AR-BaUEN | ||
| 005 | 20250515092254.0 | ||
| 008 | 190411s2009 xx ||||fo|||| 00| 0 eng|d | ||
| 024 | 7 | |2 scopus |a 2-s2.0-67650656638 | |
| 040 | |a Scopus |b spa |c AR-BaUEN |d AR-BaUEN | ||
| 100 | 1 | |a Quinteros, J. | |
| 245 | 1 | 3 | |a An elasto-visco-plastic model using the finite element method for crustal and lithospheric deformation |
| 260 | |c 2009 | ||
| 270 | 1 | 0 | |m Quinteros, J.; Lab. of Andean Tectonics, Department of Geological Sciences, FCEN, Ciudad Universitaria, C1428EGA Buenos Aires, Argentina; email: jquinte@dc.uba.ar |
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| 504 | |a Babeyko, A.Y., Sobolev, S.V., Vietor, T., Oncken, O., Trumbull, R.B., Numerical study of weakening processes in the Central Andean back-arc (2006) The Andes - Active Subduction Orogeny, , Oncken, O, Chong, G, Franz, G, Giese, P, Goetze, H.-J, Ramos, V.A, Strecker, M.R, Wigger, P, Eds, Springer-Verlag, 569 pp, chapter 24 | ||
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| 504 | |a Quinteros, J., Jacovkis, P.M., Ramos, V.A., Diseño flexible y modular de modelos numéricos basados en elementos finitos (2007) Mecánica Computacional, 26, pp. 1724-1740. , Elaskar, S.A, Pilotta, E.A, Torres, G.A, Eds, Córdoba, Argentina, pp, Asociacióon Argentina de Mecánica Computacional | ||
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| 506 | |2 openaire |e Política editorial | ||
| 520 | 3 | |a A novel numerical model based on solid deformation is presented in this paper. This thermo-mechanical model can simulate the tectonic evolution of crust and (lithospheric and asthenospheric) mantle under different conditions. Our implementation uses the finite element method (FEM) in order to solve the equations. As a Lagrangian approach is employed, remeshing techniques are implemented to avoid distortion problems when a certain deformation threshold is reached. The translation of the state between the old and new mesh is achieved by means of the information stored on Lagrangian particles, which minimizes the diffusion. The model is able to represent elastic, viscous and plastic behaviour inside the studied domain. Three types of creep mechanism (diffusion, dislocation and Peierls) are included. Two different quadrilateral isoparametric elements were implemented and can be employed to perform the calculations. The first one is an element with 4 nodes, selective reduced integration and a stabilization operator to diminish hourglass modes, which reduces the computational time needed. The second one has 8 nodes located in standard positions, uses full integration scheme and has no hourglass modes as it satisfies the Inf-Sup condition. Several test cases with known solutions were run to validate the different aspects of the implementation. © 2009 Elsevier Ltd. All rights reserved. |l eng | |
| 536 | |a Detalles de la financiación: Consejo Nacional de Investigaciones Científicas y Técnicas | ||
| 536 | |a Detalles de la financiación: Universidad de Buenos Aires | ||
| 536 | |a Detalles de la financiación: A considerable part of this work has been possible due to the advice received from Dr. Stephan Sobolev, Eng. Anton Popov and Dr. Alexey Petrunin from GeoForschungsZentrum (GFZ), Potsdam, Germany. This research was partially funded by grant number I056 from the University of Buenos Aires. We would like to thank Russell Pysklywec and an anonymous reviewer, who helped improve considerably the quality of an early version of this manuscript. Javier Quinteros thanks the financial support received from the Consejo Nacional de Investigaciones Científicas y Técnicas de Argentina (CONICET) through its fellowships programs. | ||
| 593 | |a Lab. of Andean Tectonics, Department of Geological Sciences, FCEN, Ciudad Universitaria, C1428EGA Buenos Aires, Argentina | ||
| 593 | |a Department of Computer Sciences, FCEN, UBA, Ciudad Universitaria, C1428EGA Buenos Aires, Argentina | ||
| 593 | |a Faculty of Engineering, UBA, Paseo Colón 850, C1063ACV Buenos Aires, Argentina | ||
| 690 | 1 | 0 | |a ELASTO-VISCO-PLASTIC RHEOLOGY |
| 690 | 1 | 0 | |a LITHOSPHERIC DEFORMATION |
| 690 | 1 | 0 | |a NON-UNIFORM MESH |
| 690 | 1 | 0 | |a NUMERICAL MODELING |
| 690 | 1 | 0 | |a CRUSTAL DEFORMATION |
| 690 | 1 | 0 | |a ELASTOPLASTICITY |
| 690 | 1 | 0 | |a FINITE ELEMENT METHOD |
| 690 | 1 | 0 | |a LAGRANGIAN ANALYSIS |
| 690 | 1 | 0 | |a LITHOSPHERE |
| 690 | 1 | 0 | |a NUMERICAL MODEL |
| 690 | 1 | 0 | |a RHEOLOGY |
| 690 | 1 | 0 | |a TECTONIC EVOLUTION |
| 690 | 1 | 0 | |a VISCOELASTICITY |
| 700 | 1 | |a Ramos, V.A. | |
| 700 | 1 | |a Jacovkis, Pablo Miguel | |
| 773 | 0 | |d 2009 |g v. 48 |h pp. 83-94 |k n. 2 |p J. Geodyn. |x 02643707 |t Journal of Geodynamics | |
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| 856 | 4 | 0 | |u https://doi.org/10.1016/j.jog.2009.06.006 |y DOI |
| 856 | 4 | 0 | |u https://hdl.handle.net/20.500.12110/paper_02643707_v48_n2_p83_Quinteros |y Handle |
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