Academic Journal
Precast concrete tunnel segments with GFRP reinforcement
العنوان: | Precast concrete tunnel segments with GFRP reinforcement |
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المؤلفون: | Spagnuolo, Simone, Meda, Alberto, Rinaldi, Zila, Nanni, Antonio |
المساهمون: | Spagnuolo, S, Meda, A, Rinaldi, Z, Nanni, A |
بيانات النشر: | American Society of Civil Engineers (ASCE) |
سنة النشر: | 2017 |
المجموعة: | Universitá degli Studi di Roma "Tor Vergata": ART - Archivio Istituzionale della Ricerca |
مصطلحات موضوعية: | Design, Full-scale testing, Glass fiber-reinforced polymer (GFRP) bar, Reinforced concrete, Tunnel lining, Ceramics and Composite, Civil and Structural Engineering, Building and Construction, Mechanics of Material, Mechanical Engineering, Settore ICAR/09 - TECNICA DELLE COSTRUZIONI |
الوصف: | 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 GFRPreinforced tunnel segments. |
نوع الوثيقة: | article in journal/newspaper |
اللغة: | English |
Relation: | info:eu-repo/semantics/altIdentifier/wos/WOS:000416708700004; volume:21; issue:5; firstpage:04017020; journal:JOURNAL OF COMPOSITES FOR CONSTRUCTION; http://hdl.handle.net/2108/191273; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-85016276785 |
DOI: | 10.1061/(ASCE)CC.1943-5614.0000803 |
الاتاحة: | http://hdl.handle.net/2108/191273 https://doi.org/10.1061/(ASCE)CC.1943-5614.0000803 |
Rights: | info:eu-repo/semantics/restrictedAccess |
رقم الانضمام: | edsbas.52038416 |
قاعدة البيانات: | BASE |
DOI: | 10.1061/(ASCE)CC.1943-5614.0000803 |
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