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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 100
PROCEEDINGS OF THE EIGHTH INTERNATIONAL CONFERENCE ON ENGINEERING COMPUTATIONAL TECHNOLOGY Edited by: B.H.V. Topping
Paper 17
A Coupled Chemical and Mass Transport Model for Concrete Durability M.M. Jensen1, B. Johannesson1 and M. Geiker1,2
1Department of Civil Engineering, Technical University of Denmark, Kgs. Lyngby, Denmark 2Department of Structural Engineering, Norwegian University of Science and Technology, Trondheim, Norway M.M. Jensen, B. Johannesson, M. Geiker, "A Coupled Chemical and Mass Transport Model for Concrete Durability", in B.H.V. Topping, (Editor), "Proceedings of the Eighth International Conference on Engineering Computational Technology", Civil-Comp Press, Stirlingshire, UK, Paper 17, 2012. doi:10.4203/ccp.100.17
Keywords: mass transport, chemical coupling, sorption hysteresis, continuum theory, finite element method.
Summary
In this paper a general continuum theory is used to evaluate the service life of
cement based materials, in terms of mass transport processes and chemical
degradation of the solid matrix. The model established is a reactive
mass transport model, based on an extended version of the Poisson-Nernst-Planck
equations, which is further developed to take into account sorption
hysteresis. The sorption hysteresis is modelled as phase equilibrium
between the liquid and vapor phase in terms of third order polynomials.
A change in sorption direction (from adsorption to or from desorption)
results in inner scanning curves which is established from a set of
mathematical criteria. The chemical degradation is modelled with the
geochemical code iphreeqc, which provides a general tool for
evaluating different paste compositions. The governing system of equations
is solved by the finite element method with a Newton-Raphson iteration
scheme arising from the non-linearity. The overall model is a transient
problem, solved using a single parameter formulation. The sorption hysteresis
and chemical equilibrium is included as source or sink terms. The advantages
with this formulation is that each node in the discrete system has
their individual sorption hysteresis isotherm which is of great importance
when describing non fully water saturated system e.g. caused by time
depended boundary conditions. Chemical equilibrium is also established
in each node of the discrete system, where the rate of chemical degradation
is determined by the rate of mass transport only. A consequence of
the source or sink term, is the assumption that equilibrium is reached
instantaneously in each time step considered. Some numerical problems
was found, where the residual requirements for the chemical equilibrium
was not reached. Small imbalances, in e.g. charge balance, from the
mass transport calculation could cause the above mentioned numerical
problems. Two different test cases are studied, the sorption hysteresis
in different depth of the sample, caused by time depended boundary
condition and the chemical degradation of the solid matrix in a ten
year simulation. The relative simple test cases show that sorption
hysteresis cannot be neglected in a mass transport model for cement
based materials and a description of the chemical degradation is crucial
for long term simulation of service life prediction.
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