Finite element implementation of a geometrically and physically nonlinear consolidation model
Author:
Funder
Moscow Center for Fundamental and Applied Mathematics
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Publisher
Springer Science and Business Media LLC
Subject
General Physics and Astronomy,Mechanics of Materials,General Materials Science
Link
https://link.springer.com/content/pdf/10.1007/s00161-022-01124-5.pdf
Reference53 articles.
1. Artamonova, N.B., Mukatova, A.Z., Sheshenin, S.V.: Asymptotic analysis of the equilibrium equation of a fluid-saturated porous medium by the homogenization method. Mech. Solids (2017). https://doi.org/10.3103/S002565441702011X
2. Artamonova, N., Sheshenin, S.: Nonlinear coupled consolidation problem with large strains. Proceedings in Applied Mathematics and Mechanics (2021). https://doi.org/10.1002/pamm.202000269
3. Artamonova, N.B., Sheshenin, S.V., Frolova, Y.V., Bessonova, O.Y., Novikov, P.V.: Calculating components of the effective tensors of elastic moduli and Biot’s parameter of porous geocomposites. Mech. Compos. Mater. (2020). https://doi.org/10.1007/s11029-020-09846-w
4. Bergamaschi, L., Ferronato, M., Gambolati, G.: Mixed constraint preconditioners for the iterative solution to FE coupled consolidation equations. J. Comput. Phys. (2008). https://doi.org/10.1016/j.jcp.2008.08.002
5. Biot, M.A.: General theory of three-dimensional consolidation. J. Appl. Phys. (1941). https://doi.org/10.1063/1.1712886
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