Publication detail

Resistance of the fastening to concrete under repeated loading

KARMAZÍNOVÁ, M.

Original Title

Resistance of the fastening to concrete under repeated loading

English Title

Resistance of the fastening to concrete under repeated loading

Type

conference paper

Language

en

Original Abstract

This paper deals with the problem of the resistance of the fastening of steel to concrete. The brief information about the results of experimental research programme concentrated to the post-installed steel anchors is presented in this paper. Especially this research programme was directed to the analysis of actual behaviour and load-carrying capacity of expansion steel anchors under tension loading actions, both under static loading both under repeated (cyclic) loading. The actual behaviour in the process of loading, the failure mechanism and ultimate strength were monitored during the experiments. The resistances obtained from the tests for cyclic loading have been compared with the resistances obtained from the tests for static loading. The ultimate tension forces obtained from experiments have been evaluated using the statistical methods, eventually using the procedure for the determination of the characteristic and design values of the resistance according to EC 1.

English abstract

This paper deals with the problem of the resistance of the fastening of steel to concrete. The brief information about the results of experimental research programme concentrated to the post-installed steel anchors is presented in this paper. Especially this research programme was directed to the analysis of actual behaviour and load-carrying capacity of expansion steel anchors under tension loading actions, both under static loading both under repeated (cyclic) loading. The actual behaviour in the process of loading, the failure mechanism and ultimate strength were monitored during the experiments. The resistances obtained from the tests for cyclic loading have been compared with the resistances obtained from the tests for static loading. The ultimate tension forces obtained from experiments have been evaluated using the statistical methods, eventually using the procedure for the determination of the characteristic and design values of the resistance according to EC 1.

Keywords

Fastening of steel to concrete, expansion anchors, repeated (cyclic) loading, tension loading, load-carrying capacity, experimental verification, resistance, characteristic value, design value.

RIV year

2005

Released

08.06.2005

Publisher

Druck und Verlagshaus Mainz Gmbh Aachen

Location

Maastricht

ISBN

3-86130-812-6

Book

Sborník mezinárodní konference Eurosteel 2005

Edition

Volume C

Pages from

33

Pages to

40

Pages count

8

Documents

BibTex


@inproceedings{BUT20864,
  author="Marcela {Karmazínová}",
  title="Resistance of the fastening to concrete under repeated loading",
  annote="This paper deals with the problem of the resistance of the fastening of steel to concrete. The brief information about the results of experimental research programme concentrated to the post-installed steel anchors is presented in this paper. Especially this research programme was directed to the analysis of actual behaviour and load-carrying capacity of expansion steel anchors under tension loading actions, both under static loading both under repeated (cyclic) loading. The actual behaviour in the process of loading, the failure mechanism and ultimate strength were monitored during the experiments. The resistances obtained from the tests for cyclic loading have been compared with the resistances obtained from the tests for static loading. The ultimate tension forces obtained from experiments have been evaluated using the statistical methods, eventually using the procedure for the determination of the characteristic and design values of the resistance according to EC 1.",
  address="Druck und Verlagshaus Mainz Gmbh Aachen",
  booktitle="Sborník mezinárodní konference Eurosteel 2005",
  chapter="20864",
  edition="Volume C",
  institution="Druck und Verlagshaus Mainz Gmbh Aachen",
  year="2005",
  month="june",
  pages="33--40",
  publisher="Druck und Verlagshaus Mainz Gmbh Aachen",
  type="conference paper"
}