The paper presents the research results by the improvement of the non-destructive testing method of concrete strength by the parameters of the electric response to impact excitation. The electric response parameters from the set of identical concrete samples sized of 100 ×100 ×100 mm were studied. It is shown that the use of linear filtering procedure reduces the variance of diagnostic electric parameter for concrete strength determination and is in a good agreement with the elastic characteristics of the material.
|Journal||IOP Conference Series: Materials Science and Engineering|
|Publication status||Published - 23 Feb 2016|
ASJC Scopus subject areas
- Materials Science(all)