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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" }