Universität Rostock, 2011
Abstract: This paper deals with the modelling and the non-linear, time-dependent analysis of long-term deformations of reinforced flat slabs and mushroom slabs. The ambition of this dissertation was the development of numerically confirmed slenderness criterions for point-supported reinforced concrete slabs. Based on comprehensive parameter studies the significant influences of the long-term deformation behaviour were analysed. Additionally, the existing approximation method of the strip-method was improved to reach a considerable enhancement of the prediction exactitude.
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