Materiálově nelineární model pro analýzu reologie betonových konstrukcí
Abstract eng: For the analysis of reinforced concrete it is often necessary to take into account creep, shrinkage and change of stiffness caused by cracking. An effective method for the solution of these problems is under development by the present author. The method is based on the planar beam model, enriched with prediction considering the rheology of concrete and with a nonlinear material model.
Contributors:
Publisher:
Slovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008
Conference Title:
Conference Title:
International Scientific Conference 70 Years of FCE STU
Conference Venue:
Bratislava (SK)
Conference Dates:
2008-12-04 / 2008-12-05
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-05, last modified 2014-11-18
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