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 () |