| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 817842 | Composites Part B: Engineering | 2014 | 9 Pages |
Abstract
Within this framework, this paper aims at investigating the behavior of FRC final tunnel linings, excavated with conventional method. Numerical non-linear analyses were carried out by considering different load conditions in order to achieve a reinforcement optimization based on the combination of conventional (rebars) and fiber reinforcement (FRC). The procedure is applied to a real case of a road tunnel.
Related Topics
Physical Sciences and Engineering
Engineering
Engineering (General)
Authors
Giuseppe Tiberti, Fausto Minelli, Giovanni Plizzari,