Abstract
The ductility of High Performance Fiber Reinforced Cementitious Composites (HPFRCC) can be developed both in tension and compression. This aspect is evidenced in the present paper by measuring the mechanical response of normal concrete (NC), self-compacting concrete (SC) and HPFRCC cylindrical specimens under uniaxial and triaxial compression. The post-peak behaviour of these specimens is defined by a non-dimensional function that relates the inelastic displacement and the relative stress during softening. Both for NC and SC, the increase of the fracture toughness with the confinement stress is observed. Conversely, HPFRCC shows, even in absence of confinement, practically the same ductility measured in normal and self-compacting concretes with a confining pressure. Thus, the presence of HPFRCC in compressed columns is itself sufficient to create a sort of active distributed confinement.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
