Publication detail

Analysis and idealization of actual behaviour of header plate connections

PILGR, M. KARMAZÍNOVÁ, M.

Original Title

Analysis and idealization of actual behaviour of header plate connections

English Title

Analysis and idealization of actual behaviour of header plate connections

Type

conference paper

Language

en

Original Abstract

The paper deals with problems of an actual behaviour of header plate connections in steel building frames. A traditional model of the joint under examination represents a nominally pinned joint. Such a model is regarded by the author as not quite accurate. That is why he examines the necessity of a general conception of idealization of strain mechanism of this joint type. In order to describe generally the joint behaviour in the loading process, he uses characteristics applied in the theory of semi-rigid connections, i.e. M–f relationship, where M is bending moment and f is rotation; besides that he defines another deformation component, so-called connection unfolding c, and analogically introduces M–c relationship.

English abstract

The paper deals with problems of an actual behaviour of header plate connections in steel building frames. A traditional model of the joint under examination represents a nominally pinned joint. Such a model is regarded by the author as not quite accurate. That is why he examines the necessity of a general conception of idealization of strain mechanism of this joint type. In order to describe generally the joint behaviour in the loading process, he uses characteristics applied in the theory of semi-rigid connections, i.e. M–f relationship, where M is bending moment and f is rotation; besides that he defines another deformation component, so-called connection unfolding c, and analogically introduces M–c relationship.

Keywords

steel structure, actual behaviour, joint, pinned joint, header plate connection

RIV year

2011

Released

01.01.2011

Publisher

DWE

Location

Wrocław

ISBN

978-83-7125-202-0

Book

Proceedings of the 12th International Conference on Metal Structures „Progress in Steel and Composite Structures“

Pages from

606

Pages to

612

Pages count

7

Documents

BibTex


@inproceedings{BUT89873,
  author="Milan {Pilgr} and Marcela {Karmazínová}",
  title="Analysis and idealization of actual behaviour of header plate connections",
  annote="The paper deals with problems of an actual behaviour of header plate connections in steel building frames. A traditional model of the joint under examination represents a nominally pinned joint. Such a model is regarded by the author as not quite accurate. That is why he examines the necessity of a general conception of idealization of strain mechanism of this joint type. In order to describe generally the joint behaviour in the loading process, he uses characteristics applied in the theory of semi-rigid connections, i.e. M–f relationship, where M is bending moment and f is rotation; besides that he defines another deformation component, so-called connection unfolding c, and analogically introduces M–c relationship.",
  address="DWE",
  booktitle="Proceedings of the 12th International Conference on Metal Structures „Progress in Steel and Composite Structures“",
  chapter="89873",
  howpublished="electronic, physical medium",
  institution="DWE",
  year="2011",
  month="january",
  pages="606--612",
  publisher="DWE",
  type="conference paper"
}