Modeling the Effect of Temperature on Ionic Transport in Cementitious Materials
This paper deals with the effect of temperature on ionic transport in cementitious materials. The necessary steps to modify a model designed to work in isothermal conditions to take temperature variations of the environment into account are described. The following parts of the model were modified: transport properties, ionic transport, and chemical reactions. Simulations of laboratory tests and field concrete measurements are presented.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/00088846
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Supplemental Notes:
- Abstract reprinted with permission from Elsevier
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Authors:
- Samson, E
- Marchand, J
- Publication Date: 2007-3
Language
- English
Media Info
- Features: Figures; References; Tables;
- Pagination: pp 455-468
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Serial:
- Cement and Concrete Research
- Volume: 37
- Issue Number: 3
- Publisher: Elsevier
- ISSN: 0008-8846
- Serial URL: http://www.sciencedirect.com/science/journal/00088846
Subject/Index Terms
- TRT Terms: Cement; Chemical reactions and processes; Corrosion; Structural deterioration and defects; Temperature
- Uncontrolled Terms: Chloride transport; Diffusion coefficients; Ionic diffusion
- Subject Areas: Highways; Materials; I32: Concrete;
Filing Info
- Accession Number: 01046658
- Record Type: Publication
- Files: TRIS
- Created Date: Mar 28 2007 9:04AM