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Numerical modeling and validation for 3D coupled-nonlinear thermo-hydro-mechanical problems in masonry dams
•We introduce a coupled thermo-hydro-mechanical model for masonry materials.•A series of 3D numerical simulations are carried out considering several scenarios.•Validation with measurements: temperature, displacement, stress and pore pressure.•Improvement of computational cost using parallel computa...
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Published in: | Computers & structures 2017-01, Vol.178, p.143-154 |
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Main Authors: | , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
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Summary: | •We introduce a coupled thermo-hydro-mechanical model for masonry materials.•A series of 3D numerical simulations are carried out considering several scenarios.•Validation with measurements: temperature, displacement, stress and pore pressure.•Improvement of computational cost using parallel computation.
We introduce in this article a fully coupled thermo-hydro-mechanical (THM) model describing the physical phenomenon present in masonry materials. A series of 3D numerical simulations are carried out for the THM analysis of a dam during its impounding process. The results of the coupled THM analyzes are validated with measurements recorded during that process in terms of transient displacement, pore-water pressure and temperature values. An agreement between numerical simulations and measured data proves that the coupled THM model can well reproduce the multi-physical behavior of masonry dams. Furthermore, we introduce herein a solution for a large system of balance equations by combining parallel computation, storage in Compressed Sparse Row format, and iterative pre-conditioned Conjugate Gradient Squared method in order to improve the computational cost. |
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ISSN: | 0045-7949 1879-2243 |
DOI: | 10.1016/j.compstruc.2016.10.007 |