A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of Concrete Bridge Girders Strengthened with CFRP Laminates. Static Strength, Fatigue Behavior and Reliability
Externally bonded carbon fiber reinforced polymer (CFPR) laminates are a feasible and economical alternative to traditional methods for strengthening and stiffening deficient reinforced concrete and prestressed concrete girders. Although extensive research has already been undertaken to investigate both short term behavior of CFRP strengthened bridge girders, the majority of work conducted to date has been experimental in nature. Furthermore, while some studies have proposed design models and methodologies to identify the necessary number of laminates to achieve a target strength or stiffness, many important design issues still remain unresolved. The overall objective of the research reported herein is to use state-of-the-art numerical techniques to resolve some of the open questions. The intent of this work is to provide information that complements existing data and that will be useful for formulating comprehensive design guidelines for CFRP rehabilitation.
Design of Concrete Bridge Girders Strengthened with CFRP Laminates. Static Strength, Fatigue Behavior and Reliability
Externally bonded carbon fiber reinforced polymer (CFPR) laminates are a feasible and economical alternative to traditional methods for strengthening and stiffening deficient reinforced concrete and prestressed concrete girders. Although extensive research has already been undertaken to investigate both short term behavior of CFRP strengthened bridge girders, the majority of work conducted to date has been experimental in nature. Furthermore, while some studies have proposed design models and methodologies to identify the necessary number of laminates to achieve a target strength or stiffness, many important design issues still remain unresolved. The overall objective of the research reported herein is to use state-of-the-art numerical techniques to resolve some of the open questions. The intent of this work is to provide information that complements existing data and that will be useful for formulating comprehensive design guidelines for CFRP rehabilitation.
Design of Concrete Bridge Girders Strengthened with CFRP Laminates. Static Strength, Fatigue Behavior and Reliability
S. El-Tawil (author) / A. Okeil (author)
2001
137 pages
Report
No indication
English
Static and Fatigue Strength of Steel Girders Strengthened with CFRP Laminates
| British Library Conference Proceedings | 2004
Ductility of CFRP strengthened concrete bridge girders
| British Library Conference Proceedings | 2008
| Springer Verlag | 2014