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.

• Record URL:
  https://doi.org/10.1016/j.cemconres.2006.11.008
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00088846
• Supplemental Notes:
  • Abstract reprinted with permission from Elsevier
• Authors:
  • Samson, E
  • Marchand, J
• Publication Date: 2007-3

Language

• English

Media Info

• Features: Figures; References; Tables;
• Pagination: pp 455-468
• 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