Detail publikace

Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model

SALAJKA, V. KLOUDA, J. HRADIL, P.

Originální název

Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model

Anglický název

Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model

Jazyk

en

Originální abstrakt

This article deals with an analysis of the behaviour of brick ceramic walls. The behaviour of the walls was analysed experimentally in order to obtain their bearing capacity under static loading and their seismic resistance. Simultaneously, numerical simulations of the experiments were carried out in order to obtain additional information on the behaviour of masonry walls made of ceramic blocks. The results of the geometrically and materially nonlinear computations were compared to the results of the performed tests.

Anglický abstrakt

This article deals with an analysis of the behaviour of brick ceramic walls. The behaviour of the walls was analysed experimentally in order to obtain their bearing capacity under static loading and their seismic resistance. Simultaneously, numerical simulations of the experiments were carried out in order to obtain additional information on the behaviour of masonry walls made of ceramic blocks. The results of the geometrically and materially nonlinear computations were compared to the results of the performed tests.

Plný text v Digitální knihovně

Dokumenty

BibTex


@article{BUT133424,
  author="Vlastislav {Salajka} and Jaromír {Klouda} and Petr {Hradil}",
  title="Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model",
  annote="This article deals with an analysis of the behaviour of brick ceramic walls. The behaviour of the walls was analysed experimentally in order to obtain their bearing capacity under static loading and their seismic resistance. Simultaneously, numerical simulations of the experiments were carried out in order to obtain additional information on the behaviour of
masonry walls made of ceramic blocks. The results of the geometrically and materially nonlinear computations were compared to the results of the performed tests.",
  address="Gruppo Italiano Frattura",
  chapter="133424",
  doi="10.3221/IGF-ESIS.39.10",
  howpublished="online",
  institution="Gruppo Italiano Frattura",
  number="39",
  volume="11",
  year="2017",
  month="january",
  pages="88--99",
  publisher="Gruppo Italiano Frattura",
  type="journal article in Web of Science"
}