DEFLECTION OF REINFORCED CONCRETE STRUCTURES ACCORDING TO EC2: COMPARISON OF METHODS
Abstract eng: 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.
Contributors:
Publisher:
Institute of Thermomechanics AS CR, v.v.i., Brno
Conference Title:
Conference Title:
Engineering Mechanics 2011
Conference Venue:
Svratka (CZ)
Conference Dates:
2011-05-09 / 2011-05-12
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-10-24, last modified 2014-11-18
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