Detail publikace

Monitoring of Strength of Blended Cements with Steelwork-slag with the Utilization of the Impulse Method

Originální název

Monitoring of Strength of Blended Cements with Steelwork-slag with the Utilization of the Impulse Method

Anglický název

Monitoring of Strength of Blended Cements with Steelwork-slag with the Utilization of the Impulse Method

Jazyk

en

Originální abstrakt

In the branch of building materials testing are the non-destructive methods utilized mostly for testing of concrete. For other materials these methods are used in a substantially smaller extent. The reason is among others the fact, that they do not exist necessary calibration relations between the parameter of non-destructive testing and the examined parameter of the material. This follows from the fact that it is not possible to elaborate in all cases a general calibration relation with a correlation coefficient at least 0,85 but better higher than 0,90. This is given by the fact, that the measuring results are influenced by different factors (for instance different moisture of the material, properties of the material components, dimensions of the medium etc.) and for the determination of a correct calibration relation a great frequency of measurements is necessary

Anglický abstrakt

In the branch of building materials testing are the non-destructive methods utilized mostly for testing of concrete. For other materials these methods are used in a substantially smaller extent. The reason is among others the fact, that they do not exist necessary calibration relations between the parameter of non-destructive testing and the examined parameter of the material. This follows from the fact that it is not possible to elaborate in all cases a general calibration relation with a correlation coefficient at least 0,85 but better higher than 0,90. This is given by the fact, that the measuring results are influenced by different factors (for instance different moisture of the material, properties of the material components, dimensions of the medium etc.) and for the determination of a correct calibration relation a great frequency of measurements is necessary

BibTex


@inproceedings{BUT9006,
  author="Jiří {Brožovský}",
  title="Monitoring of Strength of Blended Cements with Steelwork-slag with the Utilization of the Impulse Method",
  annote="In the branch of building materials testing are the non-destructive methods utilized mostly for testing of concrete. For other materials these methods are used in a substantially smaller extent. The reason is among others the fact, that they do not exist  necessary calibration relations between the parameter of non-destructive testing and the examined parameter of the material. This follows from the fact that it is not possible to elaborate in all cases a general calibration relation with a correlation coefficient at least 0,85 but better higher than 0,90. This is given by the fact, that the measuring results are influenced by different factors (for instance different moisture of the material, properties of the material components, dimensions of the medium etc.) and for the determination of a correct calibration relation a great frequency of measurements is necessary",
  address="TU Krakov",
  booktitle="IV Konferenciji Naukowo- Technicznej MATBUD 2003",
  chapter="9006",
  edition="1",
  institution="TU Krakov",
  year="2003",
  month="january",
  pages="63--67",
  publisher="TU Krakov",
  type="conference paper"
}