eprintid: 1953 rev_number: 7 eprint_status: archive userid: 56 dir: disk0/00/00/19/53 datestamp: 2013-11-25 14:45:53 lastmod: 2014-10-09 09:20:25 status_changed: 2013-11-25 14:45:53 type: book_section metadata_visibility: show creators_name: Carpinteri, Alberto creators_name: Corrado, Mauro creators_name: Paggi, Marco creators_name: Mancini, Giuseppe creators_id: creators_id: creators_id: marco.paggi@imtlucca.it creators_id: title: Cohesive versus overlapping crack model for a size effect analysis of RC elements in bending ispublished: pub subjects: TJ divisions: CSA full_text_status: none note: Second volume of the Proceedings of the 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FraMCoS-6, Catania, Italy, 17-22 June 2007) abstract: The well-known Cohesive Crack Model describes strain localization with a softening stress variation in concrete members subjected to tension. An analogous behaviour is also observed in compression, when strain localization takes place in a damaged zone and the stress reaches the compressive strength with surface energy dissipation. In the present paper, we propose the new concept of Overlapping Crack Model, which is analogous to the cohesive one and permits to simulate material compenetration. The two aforementioned elementary models are merged into a more complex algorithm able to describe both cracking and crushing growths during loading processes in RC members. A numerical procedure based on elastic coefficients is developed, taking into account the proposed constitutive laws in tension and compression. With this algorithm, it is possible to effectively capture the flexural behaviour of RC beams by varying the reinforcement percentage and/or the beam depth date: 2007 date_type: published publisher: Taylor & Francis pagerange: 655-663 refereed: TRUE isbn: 9780415446167 book_title: Design, Assessment and Retrofitting of RC Structures citation: Carpinteri, Alberto and Corrado, Mauro and Paggi, Marco and Mancini, Giuseppe Cohesive versus overlapping crack model for a size effect analysis of RC elements in bending. In: Design, Assessment and Retrofitting of RC Structures. Taylor & Francis, pp. 655-663. ISBN 9780415446167 (2007)