| contributor author | Simone Spagnuolo | |
| contributor author | Alberto Meda | |
| contributor author | Zila Rinaldi | |
| contributor author | Antonio Nanni | |
| date accessioned | 2017-12-30T13:04:53Z | |
| date available | 2017-12-30T13:04:53Z | |
| date issued | 2017 | |
| identifier other | %28ASCE%29CC.1943-5614.0000803.pdf | |
| identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4245417 | |
| description abstract | The possibility of substituting traditional steel reinforcement with glass fiber–reinforced polymer (GFRP) bars in precast concrete tunnel segmental linings is investigated. The use of GFRP reinforcement in concrete tunnel segments results in several advantages mainly related to durability enhancement or when a temporary lining is required. Full-scale bending tests were performed on concrete segments reinforced with GFRP and steel bars in order to compare their structural performance. The results show the effectiveness of the proposed GFRP solution for this type of application. Additionally, a case study is developed presenting provisions for safety checks on GFRP-reinforced tunnel segments. | |
| publisher | American Society of Civil Engineers | |
| title | Precast Concrete Tunnel Segments with GFRP Reinforcement | |
| type | Journal Paper | |
| journal volume | 21 | |
| journal issue | 5 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000803 | |
| page | 04017020 | |
| tree | Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005 | |
| contenttype | Fulltext | |
