Scientific and social program for FraMCoS-6, Catania, Italy.
Plenary Session: Chairman: A. Carpinteri J. M. J. D. A. Computational Fracture Mechanics of Concrete 9.00-9.45 405 Emery Hochhalt Ingraffea Structures: A Retrospective through Multiple her Lenses 9.45-10.30 284 Cedolin Cohesive Fracture and size effect in concrete Theoretical and Numerical Methods in Fracture Mechanics of Concrete-I Chairmen: J. Mazars; S. Valente Theoretical and Experimental Investigation on the Mechanical Behaviour of RC Structures-I. Chairmen: S. Mindess; G. Campione A. Fractal, statistics and size-scale effects on A. L. T. N. Numerical Evaluation of Plastic Rotation 11.00-11.18 315 Carpinteri S. Puzzi concrete strenght 69 Gamino Bittencour Capacity in RC Beams t F. H. Asymptotic analysis of boundary effects on G. Appa J. R. Studies on ductility of RC beams in flexure and 11.18-11.36 140 K. Duan X. Hu Wittmann concrete fracture 329 Rao Vijayanan Eligehaus size effect d en 11.36-11.54 309 G. Ferro B. Chiaia F. Dimensional Effects on Failure of Concrete 330 A. M. M. Paggi G. Cohesive versus overlapping crack model for a Gianola Loaded in Mode II and III Carpinteri Corrado Mancini size effect analysis of RC elements in bending L. D. E. G. R. D. E. M. R. Path and dynamics of cracks propagating in a A. G. J. R. Flexural to shear and crushing failure 11.54-12.12 241 Ponson Bonamy Bouchau Cordeiro Toledo Fairbairn disordered material under mode I loading 312 Carpinteri Ventura Carmona transitions in RC beams by the bridged crack d model M. P. A general static approach to size effect in J. R. J. R. del Experimental study of mixed-mode crack 12.12-12.30 94 G. Rosati Natali cementitious materials 105 Carmona G. Ruiz Viso propagation in RC beams without stirrups Sora E. N. E. N. G. Appa R. 12.30-12.48 292 T. Zhang G. Nagy Nagy Landis Three-Dimensional Analysis of Crack Geometry 296 Rao K. Kunal Eligehaus Shear strength of RC deep beams en H. K. J. G. M. Size and Shape Effects on Fracture Strength of I. O. Experimental study on the shear capacity of 12.48-13.06 259 Man van Mier Concrete 136 T. Miki Toma J.