Detail publikace

Analyzing Behaviour of bonded Anchors by experimental and numerical Approach

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

Originální název

Analyzing Behaviour of bonded Anchors by experimental and numerical Approach

Anglický název

Analyzing Behaviour of bonded Anchors by experimental and numerical Approach

Jazyk

en

Originální abstrakt

The problem of real anchorage behaviour in the context of integrated building structure design is an integral part of structures in a real system. This paper deals with the design problematic of systems whereby the steel structures is anchored into the concrete foundation by steel bonded anchorage elements. This system of anchorage can be used both in realization of new steel structures and in their reconstructions. In dependence on used types of anchors, it is possible to apply this anchorage in all concrete strenght classes is common use. The experiments, describes in the presented article, are focused on the verification of ultimate bearing capacity. This article also illustrates verification possibilities using - in this case - numerical model created in Atena software. Furthermore, the presented 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

The problem of real anchorage behaviour in the context of integrated building structure design is an integral part of structures in a real system. This paper deals with the design problematic of systems whereby the steel structures is anchored into the concrete foundation by steel bonded anchorage elements. This system of anchorage can be used both in realization of new steel structures and in their reconstructions. In dependence on used types of anchors, it is possible to apply this anchorage in all concrete strenght classes is common use. The experiments, describes in the presented article, are focused on the verification of ultimate bearing capacity. This article also illustrates verification possibilities using - in this case - numerical model created in Atena software. Furthermore, the presented 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{BUT28673,
  author="Miroslav {Bajer} and Jiří {Kala} and Jan {Barnat}",
  title="Analyzing Behaviour of bonded Anchors by experimental and numerical Approach",
  annote="The problem of real anchorage behaviour in the context of integrated building structure design is an integral part of structures in a real system. This paper deals with the design problematic of systems whereby the steel structures is anchored into the concrete foundation by steel bonded anchorage elements. This system of anchorage can be used both in realization of new steel structures and in their reconstructions. In dependence on used types of anchors, it is possible to apply this anchorage in all concrete strenght classes is common use. The experiments, describes in the presented article, are focused on the verification of ultimate bearing capacity. This article also illustrates verification possibilities using - in this case - numerical model created in Atena software. Furthermore, the presented 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="ibidem-Verlag Stuttgart 2007",
  booktitle="Connections between Steel and Concrete",
  chapter="28673",
  institution="ibidem-Verlag Stuttgart 2007",
  year="2007",
  month="september",
  pages="839--848",
  publisher="ibidem-Verlag Stuttgart 2007",
  type="conference paper"
}