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

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

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.

Klíčová slova

bolted connections, steel, moment-rotation diagram, FEM, contact

Autoři

BAJER, M.; KALA, J.

Rok RIV

2006

Vydáno

22. 5. 2006

Místo

Sofia, Bulgaria, 2006

ISBN

954-331-009-2

Kniha

Proceedings International Conference VSU' 2006 Sofia, Bulgaria Vol.I

Strany od

187

Strany do

192

Strany počet

6

BibTex

@inproceedings{BUT19058,
  author="Miroslav {Bajer} and Jiří {Kala}",
  title="Numerical and experimental analyses of bolted steel connections with bending stiffnes",
  booktitle="Proceedings International Conference VSU' 2006 Sofia, Bulgaria Vol.I",
  year="2006",
  pages="187--192",
  address="Sofia, Bulgaria, 2006",
  isbn="954-331-009-2"
}