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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" }