Abstract
This Chapter presents the FE results of continuous and discontinuous modelling of fracture in plain concrete under monotonic loading. Tests of uniaxial compression, uniaxial extension, bending and shear –extension were simulated.
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Tejchman, J., Bobiński, J. (2013). Continuous and Discontinuous Modelling of Fracture in Plain Concrete under Monotonic Loading. In: Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM. Springer Series in Geomechanics and Geoengineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-28463-2_5
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DOI: https://doi.org/10.1007/978-3-642-28463-2_5
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