Non-destructive evaluation of the interface in reinforced concrete using phase measurement interferometry

Masoud Ghandehari, Sridhar Krishnaswamy, Surendra Shah

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Studying the behavior of steel and concrete as a composite is of fundamental importance to the understanding of the cracking of reinforced concrete structures. In this article, a technique leading toward the development of a constitutive model for the interaction of steel and concrete is described. Experiments are based on pull-out specimens, where the shear stress and the two displacement components at the interface are measured. Phase Measurement Interferometry is used for accurate surface displacement measurement, and crack growth detection. The normal stress is then deduced using the measured crack length and crack opening displacements, along with a fracture mechanics based numerical simulation.

Original languageEnglish (US)
Title of host publicationMaterials Research Society Symposium - Proceedings
EditorsR.L. Crane, J.D. Achenbach, S.P. Shah, T.E. Matikas, P. Khuri-Yakub, R.S. Gilmore
PublisherMRS
Pages137-144
Number of pages8
Volume503
StatePublished - 1998
EventProceedings of the 1997 MRS Fall Meeting - Boston, MA, USA
Duration: Nov 30 1997Dec 4 1997

Other

OtherProceedings of the 1997 MRS Fall Meeting
CityBoston, MA, USA
Period11/30/9712/4/97

ASJC Scopus subject areas

  • Electronic, Optical and Magnetic Materials

Fingerprint Dive into the research topics of 'Non-destructive evaluation of the interface in reinforced concrete using phase measurement interferometry'. Together they form a unique fingerprint.

  • Cite this

    Ghandehari, M., Krishnaswamy, S., & Shah, S. (1998). Non-destructive evaluation of the interface in reinforced concrete using phase measurement interferometry. In R. L. Crane, J. D. Achenbach, S. P. Shah, T. E. Matikas, P. Khuri-Yakub, & R. S. Gilmore (Eds.), Materials Research Society Symposium - Proceedings (Vol. 503, pp. 137-144). MRS.