2013 | OriginalPaper | Chapter
Modelling of Fracture in Reinforced Concrete under Monotonic Loading
Authors : Jacek Tejchman, Jerzy Bobiński
Published in: Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM
Publisher: Springer Berlin Heidelberg
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In this Chapter, the numerical analyses of reinforced concrete bars, beams, columns, corbels and tanks were performed using three enhanced constitutive continuum approaches for concrete: isotropic elasto-plastic model, isotropic damage model and smeared crack model with non-local softening (Chapters 3.1 and 3.3). Attention was paid to strain localization developed in concrete.