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Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration
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.
Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration
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.
Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration
Modelowanie konstrukcji żelbetowych oraz zespolonych z uwzględnieniem degradacji wytrzymałościowej betonu
Kmiecik, P. (author) / Kamiński, M. (author)
Archives of Civil and Mechanical Engineering ; 11 ; 623-636
2011-09-01
14 pages
Article (Journal)
Electronic Resource
English
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