CORROSION INFLUENCE ON BOND BETWEEN STEEL AND CONCRETE. DISCUSSION AND CLOSURE

A discussion of a paper with the aforementioned title by L. Amleh and S. Mirza, published in this journal (Volume 96, Number 3, May-June 1999), is presented. The discussers raise 11 questions on the authors' works dealing with the strength of cement used in the experiments, concrete curing, the relation between electrochemical potentials and corrosion level or crack width, the corrosion removal process, weight loss, the width of longitudinal cracking, chloride profiles, nominal bond stress, average crack width, the measuring of corrosion pit depths, and experimental crack loads. Discussion is followed by closure from the authors.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/13846957
• Corporate Authors:

  American Concrete Institute (ACI)

  38800 Country Club Drive
  Farmington Hills, MI  United States  48331
• Authors:
  • Rajamane, N P
  • Kalyanasundaram, P
• Publication Date: 2000-3

Language

• English

Media Info

• Pagination: p. 353-354
• Serial:
  • ACI Structural Journal
  • Volume: 97
  • Issue Number: 2
  • Publisher: American Concrete Institute (ACI)
  • ISSN: 0889-3241
  • Serial URL: http://www.concrete.org/PUBS/JOURNALS/SJHOME.ASP

Subject/Index Terms

• TRT Terms: Accelerated tests; Bond strength (Materials); Concrete; Corrosion; Cracking; Deformation curve; Reinforcing bars; Reinforcing steel; Tension
• Subject Areas: Bridges and other structures; Design; Geotechnology; Highways; Materials; I24: Design of Bridges and Retaining Walls; I32: Concrete; I34: Steels and Metals;

Filing Info

• Accession Number: 00790682
• Record Type: Publication
• Contract Numbers: EV-098, RTA59A200, BA-519
• Files: TRIS
• Created Date: Apr 17 2000 12:00AM