Proceedings Vol. 17 (2011)
ENGINEERING MECHANICS 2011
May 9 – 12, 2011, Svratka, Czech Republic
Copyright © 2011 Institute of Thermomechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
pages 687 - 690, full text
This paper compares two approaches to the analysis of deflections of reinforced concrete beam structures with consideration of creep. The first is based on simplified methods recommended in Eurocode 2. The second approach is more general and uses the incremental solution, the smeared crack model for modeling of material non-linearity and time discretization method for the assessment of rheology. The results of both analyses are similar. The general method also allows the influence of the erection process or stepwise loading to be taken into account.
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