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Published on: September 23, 2018
Modeling Anomalous Moisture Transport in Cement-Based Materials with Kinetic Permeability
1The Durability of Engineering Materials Group, Institute for Building Materials (IfB), ETH Zurich, 8093 Zurich, Switzerland.
This study introduces a new moisture transport model for cement-based materials, treating permeability as a kinetic variable dependent on saturation and time. The model accurately predicts anomalous moisture transport during drying and wetting cycles.
Area of Science:
- Civil Engineering
- Materials Science
- Transport Phenomena
Background:
- Durability of reinforced concrete is linked to moisture in cement-based materials.
- Conventional models fail to simulate anomalous moisture transport observed in these materials.
- Accurate moisture prediction models are crucial for material performance assessment.
Purpose of the Study:
- To develop a novel moisture transport model for cement-based materials.
- To incorporate time-dependent permeability into moisture transport simulations.
- To accurately capture anomalous moisture transport phenomena.
Main Methods:
- Permeability was modeled as a kinetic variable dependent on saturation and time.
- Time-dependence was formulated using decay/growth functions.
- Saturation-dependence was calculated using the van Genuchten-Mualem (VGM) model.
- The model was validated against experimental data for cement pastes.
Main Results:
- The proposed model demonstrated good agreement with experimental data for drying and wetting cement pastes.
- Numerical simulations showed the model's capability in capturing anomalous moisture transport.
- Comparison with fractional derivative models and Weibull function highlighted the proposed model's effectiveness and physical basis.
Conclusions:
- The developed model successfully simulates anomalous moisture transport in cement-based materials.
- The kinetic approach to permeability provides a physically meaningful representation of moisture dynamics.
- This model offers a more accurate tool for predicting the long-term performance of concrete structures.
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