Publication detail

Numerical and Experimental Analyses of Steel Members Connections

BAJER, M. KALA, J. ŘEPA, Š.

Original Title

Numerical and Experimental Analyses of Steel Members Connections

Type

conference paper

Language

English

Original Abstract

The article deals with real behaviour of bolted connections in steel beam systems. The classical assumption of an ideal hinge or perfect stiff connection of beams in node does not correspond with reality. By assessment of the real properties of the node we can prove an increasing carrying-capacity of these critical parts in consrtuction, which the nodes without questing are. The analysis results obtained by adventitious efficient methods taking into account the joint real behaviour provide oportunity for reliability, durability and economy of the realized steel construction system. The article also describes experimental and numerical analyses of the bolted connection of steel beam with RC concrete column modeled by Atena system.

Keywords

Ansys, bolt connections, experiment and numerical model comparison, Atena

Authors

BAJER, M.; KALA, J.; ŘEPA, Š.

RIV year

2007

Released

5. 9. 2007

Publisher

International Center For Numerical Methods in Engineering

Location

Barcelona

ISBN

978-84-96736-29-0

Book

Computational Plasticity IX, Fundamentals and Aplications, Part 2

Edition number

1

Pages from

869

Pages to

872

Pages count

4

BibTex

@inproceedings{BUT28485,
  author="Miroslav {Bajer} and Jiří {Kala} and Štěpán {Řepa}",
  title="Numerical and Experimental Analyses of Steel Members Connections",
  booktitle="Computational Plasticity IX, Fundamentals and Aplications, Part 2",
  year="2007",
  number="1",
  pages="869--872",
  publisher="International Center For Numerical Methods in Engineering",
  address="Barcelona",
  isbn="978-84-96736-29-0"
}