Detail publikace

Experimental study of the nonlinear effects generated in a concrete structure with damaged integrity

KOŘENSKÁ, M. MANYCHOVÁ, M. PAZDERA, L.

Originální název

Experimental study of the nonlinear effects generated in a concrete structure with damaged integrity

Anglický název

Experimental study of the nonlinear effects generated in a concrete structure with damaged integrity

Jazyk

en

Originální abstrakt

The paper deals with nonlinear interaction between elastic waves and structural defects in concrete specimens. Three groups of concrete specimens which differed from each other in the structure quality as a consequence of different ripening conditions were performed. Nonstandard concrete ripening conditions resulted in the development of microcracks in the specimen structure. The nonlinear elastic properties of the structure were tested by using the analysis of response frequency spectrum generated from a continuous wave transmission through the concrete specimens.

Anglický abstrakt

The paper deals with nonlinear interaction between elastic waves and structural defects in concrete specimens. Three groups of concrete specimens which differed from each other in the structure quality as a consequence of different ripening conditions were performed. Nonstandard concrete ripening conditions resulted in the development of microcracks in the specimen structure. The nonlinear elastic properties of the structure were tested by using the analysis of response frequency spectrum generated from a continuous wave transmission through the concrete specimens.

Dokumenty

BibTex 


@article{BUT104214,
  author="Marta {Kořenská} and Monika {Manychová} and Luboš {Pazdera}",
  title="Experimental study of the nonlinear effects generated in a concrete structure with damaged integrity",
  annote="The paper deals with nonlinear interaction between elastic waves and structural defects in concrete specimens. Three groups of concrete specimens which differed from each other in the structure quality as a consequence of different ripening conditions were performed. Nonstandard concrete ripening conditions resulted in the development of microcracks in the specimen structure. The nonlinear elastic properties of the structure were tested by using the analysis of response frequency spectrum generated from a continuous wave transmission through the concrete specimens.",
  address="Russian Academy of Sciences",
  chapter="104214",
  institution="Russian Academy of Sciences",
  number="9",
  volume="49",
  year="2013",
  month="september",
  pages="530--537",
  publisher="Russian Academy of Sciences",
  type="journal article - other"
}