Sismabeton: a new frontier for ductile concrete
The high ductility of Fiber Reinforced Self-consolidating concrete (called Sismabeton) can be developed not only in tension but also in compression. This aspect is evidenced in the present paper by measuring the mechanical response of normal concrete (NC), plain self-compacting concrete (SC) and Sis...
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Language: | English |
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Gruppo Italiano Frattura
2013-04-01
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Series: | Fracture and Structural Integrity |
Online Access: | https://212.237.37.202/index.php/fis/article/view/69 |
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author | Bernardino Chiaia Alessandro P. Fantilli Paolo Vallini |
author_facet | Bernardino Chiaia Alessandro P. Fantilli Paolo Vallini |
author_sort | Bernardino Chiaia |
collection | DOAJ |
description | The high ductility of Fiber Reinforced Self-consolidating concrete (called Sismabeton) can be developed not only in tension but also in compression. This aspect is evidenced in the present paper by measuring the mechanical response of normal concrete (NC), plain self-compacting concrete (SC) and Sismabeton 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, Sismabeton 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 Sismabeton in compressed columns is itself sufficient to create a sort of active distributed confinement. |
format | Article |
id | doaj-art-ea1dbf2c43b342a6b568484edfe334e5 |
institution | Kabale University |
issn | 1971-8993 |
language | English |
publishDate | 2013-04-01 |
publisher | Gruppo Italiano Frattura |
record_format | Article |
series | Fracture and Structural Integrity |
spelling | doaj-art-ea1dbf2c43b342a6b568484edfe334e52025-02-03T00:46:31ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932013-04-01310Sismabeton: a new frontier for ductile concreteBernardino Chiaia0Alessandro P. Fantilli1Paolo Vallini2Politecnico di TorinoPolitecnico di TorinoPolitecnico di TorinoThe high ductility of Fiber Reinforced Self-consolidating concrete (called Sismabeton) can be developed not only in tension but also in compression. This aspect is evidenced in the present paper by measuring the mechanical response of normal concrete (NC), plain self-compacting concrete (SC) and Sismabeton 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, Sismabeton 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 Sismabeton in compressed columns is itself sufficient to create a sort of active distributed confinement.https://212.237.37.202/index.php/fis/article/view/69 |
spellingShingle | Bernardino Chiaia Alessandro P. Fantilli Paolo Vallini Sismabeton: a new frontier for ductile concrete Fracture and Structural Integrity |
title | Sismabeton: a new frontier for ductile concrete |
title_full | Sismabeton: a new frontier for ductile concrete |
title_fullStr | Sismabeton: a new frontier for ductile concrete |
title_full_unstemmed | Sismabeton: a new frontier for ductile concrete |
title_short | Sismabeton: a new frontier for ductile concrete |
title_sort | sismabeton a new frontier for ductile concrete |
url | https://212.237.37.202/index.php/fis/article/view/69 |
work_keys_str_mv | AT bernardinochiaia sismabetonanewfrontierforductileconcrete AT alessandropfantilli sismabetonanewfrontierforductileconcrete AT paolovallini sismabetonanewfrontierforductileconcrete |