2008
DOI: 10.1137/070695125
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Mathematics and Monument Conservation: Free Boundary Models of Marble Sulfation

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Cited by 21 publications
(17 citation statements)
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“…In the second case, monument corrosion, we may have penetration of sulfur dioxide inside the pores resulting in a similar reaction, see [7,8]. The basic reaction in this case describing the fact that SO 2 reacts with calcium carbonate CaCO 3 forming gypsum CaSO 4 • 2H 2 O and causing the corrosion of the monument, is the following:…”
Section: Presentation Of the Modelmentioning
confidence: 99%
See 1 more Smart Citation
“…In the second case, monument corrosion, we may have penetration of sulfur dioxide inside the pores resulting in a similar reaction, see [7,8]. The basic reaction in this case describing the fact that SO 2 reacts with calcium carbonate CaCO 3 forming gypsum CaSO 4 • 2H 2 O and causing the corrosion of the monument, is the following:…”
Section: Presentation Of the Modelmentioning
confidence: 99%
“…This model was further analysed in later papers as in [6,9,10,20]. In the case of monument corrosion, again a model of Stefan type was presented in [7,8]. Additionally, a hydrodynamic model for sulfation of calcium carbonate stones in the form of a reaction diffusion system was presented and analysed extensively in [1-3, 12, 13].…”
Section: Introductionmentioning
confidence: 99%
“…Equation 7 is a sort of dilation of (4). More modeling work is needed to obtain a better variant of (7). Note that the expression of the velocity s (defined by the non-local law (7)) possesses a certain regularizing effect (compared to the sharp-interface case).…”
Section: Derivation Of the Kinetic Conditionmentioning
confidence: 99%
“…The mathematical community has addressed this corrosion issue mainly from a single-scale or multiple-scale reaction-diffusion perspective. Usually, the single scale approach involves one or two moving sharp reaction interfaces [1,12,17,18,29,30], while the multiple scale setting prefers exploiting a better understanding of the porosity and tortuosity of the material without involving free boundaries [2,10,16]. There are still a number of open issues concerning on how poro-mechanics of the material couples with chemical reactions, flow, diffusion and heat transfer hindering a successful forecast of the durability of the concrete exposed to sulfate attack.…”
Section: Introductionmentioning
confidence: 99%