Numerical Analysis of Damage of Precast Reinforced Concrete Structural System Caused by the Effects of Temperature Changes

Petr Tej; Jindřich Čech; Jiří Kolisko; Petr Bouška

doi:10.4028/www.scientific.net/AMM.744-746.192

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Numerical Analysis of Damage of Precast Reinforced...

Numerical Analysis of Damage of Precast Reinforced Concrete Structural System Caused by the Effects of Temperature Changes

Abstract:

This paper deals with the numerical analysis of damage to a precast reinforced concrete structural system caused by the effects of temperature changes. Specifically, the analysis aims to examine the failures in the contact place between the TT panel of the roof structure and the girder. A computer model was created based on the actual construction of the occurring disorders. Temperature changes, which act on the structure, were identified by measurements taken over a long period. The structure was modeled using GiD 11 software and calculated using the ATENA WIN program. The results of the numerical analysis and the manifestations of damage to the actual construction were mutually compared.

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

192-195

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.192

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Online since:

March 2015

Authors:

Petr Tej*, Jindřich Čech, Jiří Kolisko, Petr Bouška

Keywords:

Cracks, Precast Structural System, Temperature Changes

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* - Corresponding Author

References

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