Detail publikace

Numerical and experimental analyses of bolted steel connections with bending stiffnes

BAJER, M. KALA, J.

Originální název

Numerical and experimental analyses of bolted steel connections with bending stiffnes

Anglický název

Numerical and experimental analyses of bolted steel connections with bending stiffnes

Jazyk

en

Originální abstrakt

The article deals with the real behaviour of bolted connections in steel beam systems. The classical assumption of an ideal hinge or perfect stiff connection of beam 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 construction, witch the nodes without question are. The article schows experimental and numerical analyses results comparison of the bolted connection loaded by the bending moment and normal force.

Anglický abstrakt

The article deals with the real behaviour of bolted connections in steel beam systems. The classical assumption of an ideal hinge or perfect stiff connection of beam 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 construction, witch the nodes without question are. The article schows experimental and numerical analyses results comparison of the bolted connection loaded by the bending moment and normal force.

Dokumenty

BibTex 


@inproceedings{BUT19058,
  author="Miroslav {Bajer} and Jiří {Kala}",
  title="Numerical and experimental analyses of bolted steel connections with bending stiffnes",
  annote="The article deals with the real behaviour of bolted connections in steel beam systems. The classical assumption of an ideal hinge or perfect stiff connection of beam 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 construction, witch the nodes without question are. The article schows experimental and numerical analyses results comparison of the bolted connection loaded by the bending moment and normal force.",
  booktitle="Proceedings International Conference VSU' 2006 Sofia, Bulgaria Vol.I",
  chapter="19058",
  year="2006",
  month="may",
  pages="187--192",
  type="conference paper"
}