... (in which α=90° and α=0, respectively), as K IC = K I0 ⋅ FIC (4 .3) K IIIC = K III0 ⋅ FIIIC (4.4) and The respective stress intensity factors, KI0 and KIII0, were obtained from the K-calibration ... normalized unified pure mode I and III stress intensity factors, KIθ /KIC and KIIIθ /KIIIC, respectively, of Figure 4.29 The figure also shows the unified fracture envelope, specified by equation ... cement mortar specimens have been tested, among which eight were subject to pure mode I loading, four to pure mode III loading, and the rest to mixed mode I- III loading In all specimens, the load increased...