Concrete Strength Assessment using Piezo-transducers

In the recent past, several non-destructive evaluation (NDE) methods have been considered for structural health monitoring purposes, each having its own advantages as well as limitations. The project focused on evaluating the use of underlying PZT-structure electromechanical interaction for impedance based strength characterization of concrete. This was done by experimentally evaluating and deriving a correlation between resonant frequencies of a PZT patch, when attached to a concrete specimen, with the strength of the concrete. With an objective to the extent that the resulting calibration curve (mathematical equation) could be used to estimate strength of any unknown concrete structure, without requiring any prior information governing its phenomenological nature. The project was reported to be the first of its kind, as an effort to correlate the second and third resonant frequencies with the compressive strength of the structure.

Autorentext

Sulabh is a civil engineering graduate from the Indian Institute of Technology. Since 2006, he has been working in the business/strategic research industry. After about two years in China and South Africa, he moved back to India in 2010 and is working as a Project Manager with Grail Research, an Integreon company.