Modelling of capillary water absorption in sound and cracked concrete using a dual-lattice approach

Computational aspects

Journal Article (2022)
Author(s)

Anmol Singla (TU Delft - Civil Engineering & Geosciences)

Branko Šavija (TU Delft - Civil Engineering & Geosciences)

Lambertus J. Sluys (TU Delft - Civil Engineering & Geosciences)

C. Romero Rodriguez (TU Delft - Civil Engineering & Geosciences)

Research Group
Materials and Environment
DOI related publication
https://doi.org/10.1016/j.conbuildmat.2021.125826 Final published version
More Info
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Publication Year
2022
Language
English
Research Group
Materials and Environment
Volume number
320
Article number
125826
Pages (from-to)
1-17
Downloads counter
350
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Institutional Repository
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Abstract

Lattice models have been used to simulate mass transport to predict durability of cementitious materials. In particular, the use of dual lattice meshes allows for the coupling of fracture and transport processes, which commonly occur at the same time in these materials. Literature has shown good agreement between simulations and experimental results. Nevertheless, work regarding relevant computational aspects of the numerical model are scarce. In this study, a Voronoi-discretized lattice model is used to simulate unsaturated moisture transport in cement-base materials through the Richards equation. First, investigations regarding the choice of elemental volume approximation, time-stepping procedure and quadrature are evaluated. After validation of the approximations, simulated moisture transport in sound concrete was compared to experiments and mesh and time step sensitivity were discussed. A new approach to model capillary absorption of water in cracked concrete was also proposed and its advantages with respect to existing approaches are discussed by comparing to experimental measurements. The results confirm that the model can accurately predict the transport processes for the earlier stage of capillary absorption. Furthermore, moisture ingress in cracked concrete is simulated for different crack configurations and the use of different approaches is suggested accordingly. Finally, guidelines regarding the approximations used for optimization of the computations are presented.