Fictitious Crack Propagation in Fiber-Reinforced Concrete Beams

By J. Olesen. 2001

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Correlation of tensile and flexural responses of strain softening and strain hardening cement composites (2008, background): “Fig. 4a presents the schematic moment–curvature diagram with crack localization rules and Fig. 4b shows a four point bending test with localization of smeared crack occurs in the mid-zone; while the zones outside the cracking region undergo unloading during softening [25, 26 ].”
Fibre-reinforced Concrete for Industrial Construction - a fracture mechanics approach to material testing and structural analysis (2005, methodology): “porosity) – see Olesen et al. (2003). (2) It is important that the first descending slope of the -w relationship is estimated realistically – the slope should be sufficiently steep – and an adequate number of points should be used to describe the subsequent parts of the -w relationship.”