Detail publikace

Steel Bonded Anchors Under Static Load - Experiment And Numerical Model

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

Originální název

Steel Bonded Anchors Under Static Load - Experiment And Numerical Model

Anglický název

Steel Bonded Anchors Under Static Load - Experiment And Numerical Model

Jazyk

en

Originální abstrakt

This article is focused on problems of steel bonded anchors real behaviour. The anchors are used in concrete of common strength and loaded by axial tension force. Also, the differences in behaviour of bonded and mechanical anchors are presented here. This paper describes the procedure and actual results of experiments. The experiments were carried out using the specimens with different anchor diameter and different concrete cubic strength. This article also illustrates possibilities of numerical modelling, in this case using ATENA software. Further, the present results of another experiment in which the same type of specimen was exposed to the long-term action of axial tension force are shown as well.

Anglický abstrakt

This article is focused on problems of steel bonded anchors real behaviour. The anchors are used in concrete of common strength and loaded by axial tension force. Also, the differences in behaviour of bonded and mechanical anchors are presented here. This paper describes the procedure and actual results of experiments. The experiments were carried out using the specimens with different anchor diameter and different concrete cubic strength. This article also illustrates possibilities of numerical modelling, in this case using ATENA software. Further, the present results of another experiment in which the same type of specimen was exposed to the long-term action of axial tension force are shown as well.

Dokumenty

BibTex


@inproceedings{BUT24738,
  author="Miroslav {Bajer} and Jiří {Kala} and Jan {Barnat}",
  title="Steel Bonded Anchors Under Static Load - Experiment And Numerical Model",
  annote="This article is focused on problems of steel bonded anchors real behaviour. The anchors are used in concrete of common strength and loaded by axial tension force. Also, the differences in behaviour of bonded and mechanical anchors are presented here. This paper describes the procedure and actual results of experiments. The experiments were carried out using the specimens with different anchor diameter and different concrete cubic strength. This article also illustrates possibilities of numerical modelling, in this case using ATENA software. Further, the present results of another experiment in which the same type of specimen was exposed to the long-term action of axial tension force are shown as well.",
  address="Technická Univerzita v Košiciach, Stavebná fakulta",
  booktitle="Prceedings - IV. International Scientific Conference, Quality and Reliability in Building Industry",
  chapter="24738",
  howpublished="print",
  institution="Technická Univerzita v Košiciach, Stavebná fakulta",
  year="2006",
  month="october",
  pages="13--16",
  publisher="Technická Univerzita v Košiciach, Stavebná fakulta",
  type="conference paper"
}