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Nondestructive bond strength testing by contact electrical resistivity measurement

  • SUNY Buffalo

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

3 Scopus citations

Abstract

The contact electrical resistivity was found to correlate with the shear bond strength between steel rebar and concrete, between stainless steel fiber and cement paste, and between carbon fiber and cement paste. For the bond between steel rebar and concrete and that between stainless steel fiber (untreated or acetone washed) and cement paste, the contact resistivity increased linearly with increasing bond strength, due to an interfacial phase of high volume resistivity that helped the bonding. For the bond between stainless steel fiber (acid washed) and cement paste and that between carbon fiber (untreated) and cement paste, the contact resistivity decreased with increasing bond strength, due to the bond degradation by interfacial voids, which were high in volume resistivity. The acid washing of the stainless steel fiber decreased the contact resistivity, but had little effect on the bond strength. The high volume resistivity interfacial phase that enhanced the bonding between the untreated or acetone washed stainless steel fiber and cement paste apparently required for its formation the oxide layer on the stainless steel surface. The removal of the oxide layer by acid washing eliminated this phase, thus decreasing the contact resistivity and causing the contact resistivity to decrease with increasing bond strength. For a given interface at a given curing age, the correlation between bond strength and contact resistivity allows the bond strength to be nondestructively measured via contact resistivity measurement.

Original languageEnglish
Title of host publicationInnovations in Nondestructive Testing of Concrete
EditorsStephen Pessiki, Larry Olson
PublisherAmerican Concrete Institute
Pages295-317
Number of pages23
ISBN (Electronic)9780870316678
StatePublished - Apr 1 1997
EventInnovations in Nondestructive Testing of Concrete at the 1995 ACI Fall Convention - Montreal, Canada
Duration: Nov 5 1995Nov 10 1995

Publication series

NameAmerican Concrete Institute, ACI Special Publication
VolumeSP-168
ISSN (Print)0193-2527

Conference

ConferenceInnovations in Nondestructive Testing of Concrete at the 1995 ACI Fall Convention
Country/TerritoryCanada
CityMontreal
Period11/5/9511/10/95

Keywords

  • Bond (concrete to reinforcement)
  • Carbon
  • Cements
  • Concretes
  • Electrical resistance
  • Fibers
  • Reinforcing steels

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