Communications - Scientific Letters of the University of Zilina 2007, 9(3):56-62 | DOI: 10.26552/com.C.2007.3.56-62

The Load Testing and Numerical Verifying of the Precast Prestressed Girder

Martin Moravcik1
1 Department of Structures and Bridges, University of Zilina, Faculty of Civil Engineering, Slovakia

Precasting can solve complicated structural details, ambitious demands to quality of surface arrangements and manage hard terms filling at present. The prestressed precast girders are produced to 30.0 m span and are distributed for the realization of big shopping centers. The design and realization of the prestressed precast tie-beam for a skeleton system is presented in this paper. The experimental and numerical analyses were performed to verify the safety and reliable acting of the girder for the next service.

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Published: September 30, 2007  Show citation

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Moravcik, M. (2007). The Load Testing and Numerical Verifying of the Precast Prestressed Girder. Communications - Scientific Letters of the University of Zilina, 9(3), 56-62. doi: 10.26552/com.C.2007.3.56-62
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    References

    1. STN 73 0035: Load action of building structures, SÚTN Bratislava 1993.
    2. STN 73 1201: Design of concrete structures, SÚTN Bratislava 1993.
    3. Moravcik, M.: Report from the load test of the precast prestressed beam of I shape for building structures, 2005, p. 1-18
    4. prEN 1992-1-1: Design of Concrete Structures - Part 1: General rules and rules for buildings, CEN 07/2002, Brussels.
    5. Cervenka Consulting: ATENA Program documentation, Theory, Prague, Oct. 2003
    6. Commite Euro-International du Beton: CEB-FIP Model Code 1990, Thomas Thelford, 1991

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