Research Article

Three-Dimensional In Situ XCT Characterisation and FE Modelling of Cracking in Concrete

Figure 13

Stress-strain curve and damage propagation under tension. DSF is displacement scale factor.
(a) Stress-strain curve
(b) State A ()
(c) State B ()
(d) State C (, peak)
(e) Cracked sample ()
(f) Internal crack surfaces ()