Toward Performance Specifications for Concrete Durability: Using the Formation Factor for Corrosion and Critical Saturation for Freeze-Thaw

This paper discusses the development of a conceptual framework for the specification of concrete durability using performance modeling concepts. Specifically, the approach will relate acceptance tests, material properties, degradation models, limit states, and reliability. When implemented, this approach can be used for a variety of distress mechanisms; examples are provided for two specific distresses. In the first example, the formation factor is used to describe the transport of chloride ions that result in the onset of depassivation and corrosion in a reinforced concrete element. In the second example, a sorption based model is presented to describe performance of concrete in a freeze-thaw environment. While the test methods will need to be refined and models will require further calibration based on rigorous evaluation and improvement in the coming years, this framework has great potential to directly relate measured concrete properties to the long term durability performance of concrete structures.

  • Supplemental Notes:
    • This paper was sponsored by TRB committee AFN30 Standing Committee on Durability of Concrete.
  • Corporate Authors:

    Transportation Research Board

    500 Fifth Street, NW
    Washington, DC  United States  20001
  • Authors:
    • Weiss, W Jason
    • Ley, M Tyler
    • Isgor, O Burkan
    • Van Dam, Thomas
  • Conference:
  • Date: 2017

Language

  • English

Media Info

  • Media Type: Digital/other
  • Features: Figures; References;
  • Pagination: 20p
  • Monograph Title: TRB 96th Annual Meeting Compendium of Papers

Subject/Index Terms

Filing Info

  • Accession Number: 01628592
  • Record Type: Publication
  • Report/Paper Numbers: 17-02543
  • Files: TRIS, TRB, ATRI
  • Created Date: Mar 7 2017 5:27PM