EFFECT OF CORROSION ON CRACK DEVELOPMENT AND FATIGUE LIFE

Fatigue and fracture as well as loss of section caused by corrosion are time-dependent performance characteristics that have the potential to jeopardize the integrity of bridge structures. During the past 25 years these conditions have developed in a number of bridges, resulting in loss of service, costly repairs, and concern about the safety of these structures. A review of the experience with such time-dependent damage since 1970 is presented. The experience is grouped into three categories: fatigue cracking resulting from changes in structural behavior as a result of corrosion, fatigue cracking resulting from development of corrosion notches in members, and stress corrosion of high-strength steel and weld metal. The examples cited illustrate the role of corrosion phenomena in bridge service and the need to control the corrosion conditions on bridge structures.

Language

  • English

Media Info

  • Features: Figures; Photos; References;
  • Pagination: p. 110-117
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00756078
  • Record Type: Publication
  • ISBN: 0309064694
  • Files: TRIS, TRB
  • Created Date: Nov 3 1998 12:00AM