Publication detail

Behaviour of Prestressed Steel-Concrete Composite Beam During Assembly – Numerical Modelling

KARMAZÍNOVÁ, M. VOKATÝ, T.

Original Title

Behaviour of Prestressed Steel-Concrete Composite Beam During Assembly – Numerical Modelling

Type

conference paper

Language

English

Original Abstract

The paper presents basic results of the FEM numerical modelling of prestressed steel- concrete composite beam during assembly stage. The aim of FEM model is to analyze stresses and deformations of the beam mentioned, especially from the viewpoint of the influence of prestressing affecting steel beam in the phase of assembly, as one of the possibilities how to realize the prestressing of steel part (steel beam only) within the prestressed steel-concrete composite beam. The results of the numerical model created using the software of DLUBAL have been compared with the usual engineering calculating procedures based on the rules given in the European standards.

Keywords

Prestressed steel-concrete beam, composite, assembly stage, FEM numerical model, analytical calculation, stress, deformation.

Authors

KARMAZÍNOVÁ, M.; VOKATÝ, T.

Released

9. 2. 2016

Publisher

CRC Press, Taylor & Francis Group

Location

London

ISBN

978-1-138-02786-2

Book

Advanced Materials and Structural Engineering

Edition

I

Edition number

1

Pages from

859

Pages to

863

Pages count

5

URL

http://www.crcnetbase.com/doi/abs/10.1201/b20958-176

BibTex

@inproceedings{BUT112186,
  author="Marcela {Karmazínová} and Tomáš {Vokatý}",
  title="Behaviour of Prestressed Steel-Concrete Composite Beam During Assembly – Numerical Modelling",
  booktitle="Advanced Materials and Structural Engineering",
  year="2016",
  series="I",
  number="1",
  pages="859--863",
  publisher="CRC Press, Taylor & Francis Group",
  address="London",
  doi="10.1201/b20958-176",
  isbn="978-1-138-02786-2",
  url="http://www.crcnetbase.com/doi/abs/10.1201/b20958-176"
}