Detail publikace

Numerical and Experimental Analyses of Steel Members Connections

BAJER, M. KALA, J. ŘEPA, Š.

Originální název

Numerical and Experimental Analyses of Steel Members Connections

Anglický název

Numerical and Experimental Analyses of Steel Members Connections

Jazyk

en

Originální abstrakt

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.

Anglický abstrakt

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.

Dokumenty

BibTex


@inproceedings{BUT28485,
  author="Miroslav {Bajer} and Jiří {Kala} and Štěpán {Řepa}",
  title="Numerical and Experimental Analyses of Steel Members Connections",
  annote="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.",
  address="International Center For Numerical Methods in Engineering",
  booktitle="Computational Plasticity IX, Fundamentals and Aplications, Part 2",
  chapter="28485",
  institution="International Center For Numerical Methods in Engineering",
  year="2007",
  month="september",
  pages="869--872",
  publisher="International Center For Numerical Methods in Engineering",
  type="conference paper"
}