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Modelling of Fracture in Reinforced Concrete under Monotonic Loading

  • Jacek Tejchman
  • Jerzy Bobiński
Part of the Springer Series in Geomechanics and Geoengineering book series (SSGG)

Abstract

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.

Keywords

Reinforce Concrete Ultimate Load Localize Zone Reinforcement Ratio Softening Function 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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© Springer-Verlag GmbH Berlin Heidelberg 2013

Authors and Affiliations

  1. 1.Faculty of Civil and Environmental EngineeringGdansk University of TechnologyGdansk-WrzeszczPoland
  2. 2.Faculty of Civil and Environmental EngineeringGdansk University of TechnologyGdansk-WrzeszczPoland

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