CORRELATION BETWEEN CORROSION OF REINFORCING STEEL AND VOIDS AND CRACKS IN CONCRETE STRUCTURES (WITH DISCUSSION AND CLOSURE)

The corrosion of metals in concrete is a multibillion-dollar problem in the United States. Most of the corrosion-in-concrete literature claims that deicing salts, or other sources of environmental chlorides, permeate concrete structures and lead to corrosion, which causes subsequent cracking of the overlying concrete. This report presents the results of analyses of corroded reinforced concrete structures and correlates structural loading patterns, cracking, and corrosion. The results of these analyses support the conclusion that, for the structures analyzed, the corrosion was a consequence of cracking.

Media Info

  • Features: Figures; Photos; References; Tables;
  • Pagination: p. 1-11
  • Monograph Title: Concrete bridge design and maintenance: steel corrosion in concrete
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00494585
  • Record Type: Publication
  • ISBN: 0309048087
  • Files: TRIS, TRB
  • Created Date: May 31 1990 12:00AM