Publication detail

Numerical and experimental analyses of bolted steel connections with bending stiffnes

BAJER, M. KALA, J.

Original Title

Numerical and experimental analyses of bolted steel connections with bending stiffnes

Type

conference paper

Language

English

Original Abstract

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.

Keywords

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

Authors

BAJER, M.; KALA, J.

RIV year

2006

Released

22. 5. 2006

Location

Sofia, Bulgaria, 2006

ISBN

954-331-009-2

Book

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

Pages from

187

Pages to

192

Pages count

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"
}