Behaviour of CFCC and CFRP leadline prestressing systems in bridge construction

PCI Journal

Volumn 47, Issue 3, 2002, Pages 90-103

  Grace, Nabil F ^a   Enomoto, Tsuyoshi ^a   Yagi, Kensuke ^a  

^a Lawrence Technological University ^*  (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0036576716     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.05012002.90.103     Document Type: Article

References (13)

1. A new generation of civil engineering structures and bridges
2. FRP prestressing in the USA
3. Provisions for using FRP in Canadian highway bridge design
4. Recommendations for design and construction of concrete structures using continuous fiber reinforcing materials
5. Ductility of prestressed concrete bridges using CFRP strands
6. Behaviour of externally draped CFRP tendons in prestressed concrete bridges
7. Response of continuous CFRP prestressed concrete bridges under static and repeated loadings
8. Transfer length of CFRP/CFCC strands for double-T girders