Detail publikace

Bonded steel anchors - Problem description

BAJER, M. KALA, J. BARNAT, J.

Originální název

Bonded steel anchors - Problem description

Anglický název

Bonded steel anchors - Problem description

Jazyk

en

Originální abstrakt

This paper deal with some problems of steel bonded elements design. It is focused on analysis of steel bonded anchors behaviour. The comparison between results from experimental research and results obtained by numerical modeling is described in this paper. The anchors are loaded by static tension force. Numerical models are assembled in Atena software. The experiments are focused to verification of ultimate bearing capacity of single anchor, as well as of couple of two anchors in two boundary distances. The mechanical and strength parameters of basic material were experimentally determined on laboratory specimens. They are used in assembling of numerical models.

Anglický abstrakt

This paper deal with some problems of steel bonded elements design. It is focused on analysis of steel bonded anchors behaviour. The comparison between results from experimental research and results obtained by numerical modeling is described in this paper. The anchors are loaded by static tension force. Numerical models are assembled in Atena software. The experiments are focused to verification of ultimate bearing capacity of single anchor, as well as of couple of two anchors in two boundary distances. The mechanical and strength parameters of basic material were experimentally determined on laboratory specimens. They are used in assembling of numerical models.

Dokumenty

BibTex 


@inproceedings{BUT24740,
  author="Miroslav {Bajer} and Jiří {Kala} and Jan {Barnat}",
  title="Bonded steel anchors - Problem description",
  annote="This paper deal with some problems of steel bonded elements design. It is focused on analysis of steel bonded anchors behaviour. The comparison between results from experimental research and results obtained by numerical modeling is described in this paper. The anchors are loaded by static tension force. Numerical models are assembled in Atena software. The experiments are focused to verification of ultimate bearing capacity of single anchor, as well as of couple of two anchors in two boundary distances. The mechanical and strength parameters of basic material were experimentally determined on laboratory specimens. They are used in assembling of numerical models.",
  address="Engineering Technics Press, 46 Cluny Gardens, Edinburgh EH10 6BN, UK",
  booktitle="STRUCTURAL FAULTS AND REPAIR-2006",
  chapter="24740",
  howpublished="print",
  institution="Engineering Technics Press, 46 Cluny Gardens, Edinburgh EH10 6BN, UK",
  year="2006",
  month="june",
  pages="142--142",
  publisher="Engineering Technics Press, 46 Cluny Gardens, Edinburgh EH10 6BN, UK",
  type="conference paper"
}