Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
245820 | Archives of Civil and Mechanical Engineering | 2011 | 14 Pages |
Abstract
Because of the properties of the material (concrete), computer simulations in the field of reinforced concrete structures are pose a challenge. As opposed to steel, concrete when subjected to compression exhibits nonlinearity right from the start. Moreover, it much quicker undergoes degradation under tension. All this poses difficulties for numerical analyses. Parameters needed to correctly model concrete under compound stress are described in this paper. The parameters are illustrated using the Concrete Damaged Plasticity model included in the ABAQUS software.
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Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
P. KMIECIK, M. KAMIĆSKI,