Table of Contents
Preface
Acknowledgments
CHAPTER 1—FRP COMPOSITES FOR INTERNAL REINFORCEMENT
SP-215—1: FRP Reinforced Concrete in Texas Transportation—Past, Present, Future
by T. E. Bradberry and S. Wallace
SP-215—2: Design and Testing of a Highway Concrete Bridge Deck
Reinforced with Glass and Carbon FRP Bars
by E. El-Salakawy and B. Benmokrane
SP-215—3: CFRP Prestressed Concrete Lighting Columns
by G. P. Terrasi and J. M. Lees
SP-215—4: FRP for Prestressing of Concrete Bridges in Canada
by S. Rizkalla and G. Tadros
SP-215—5: Production Testing of CFRP Grid Reinforced Concrete Panels for a Floating Pier
by M. Wernli, G. E. Warren, and R. F. Mast
SP-215—6: GFRP Connector and Partially Precast Concrete Sandwich Panel System
by R. Gastmeyer and R. C. Donahey
SP-215—7: Preliminary Performance Observations for an FRP Reinforced Concrete Bridge Deck
by A. A. Huckelbridge, Jr. and A. K. Eitel
SP-215—8: Design Considerations of GFRP-Reinforced CRCP
by J.-H. Choi and H.-L. Chen
CHAPTER 2—FRP COMPOSITES FOR PILES
SP-215—9: Field Applications of Concrete-Filled FRP Tubes for Marine Piles
by A. Fam, R. Greene, and S. Rizkalla
SP-215—10: New Bridge Piers Using Load Bearing Concrete-Filled GFRP Tubes
by M. Pando, A. Fam, J. Lesko, and G. Filz
CHAPTER 3—FRP COMPOSITES FOR EXTERNAL REINFORCEMENT
PART I: BRIDGES
SP-215—11: Increasing the Flexural Capacity of an Existing
Reinforced Concrete Bridge in Texas Using CFRP Composites
by S. F. Breña and M. A. Steves
SP-215—12: Strengthening of a Bridge Using Two FRP Technologies
by P. Casadei, N. Galati, R. Parretti, and A. Nanni
SP-215—13: Use of Externally Bonded FRP Systems for Rehabilitation of Bridges in Western Canada
by R. Hutchinson, G. Tadros, J. Kroman, and S. Rizkalla
SP-215—14: Flexural Strengtheing of Impacted PC Girder with FRP Composites
by R. Parretti, A. Nanni, J. Cox, C. Jones, and R. Mayo
SP-215—15: Bridge Strengthening with Advanced Composite Systems
by M. Basler, D. White, and M. Desroches
CHAPTER 4—FRP COMPOSITES FOR EXTERNAL REINFORCEMENT
PART II: STRUCTURES
SP-215—16: Field Applications of FRP Strengthening in Egypt
by I. Mahfouz and T. Rizk
SP-215—17: The Use of Composites in the Rehabilitation of Civil Engineering Structures
by R. J. Watson
SP-215—18: FRP Retrofit of the Ring-Beam of a Nuclear Reactor Containment Structure
by M. Demers, A. Popovic, K. W. Neale, S. Rizkalla, and G. Tadros
SP-215—19: Innovative Strengthening of Antwerp Zoo’s Reptile Building
by S. Matthys, L. Taerwe, J. Janssens, and D. De Neef
SP-215—20: Field Retrofit of Prestressed Concrete T-Beam Using CFRP
by I. N. Robertson, A. A. Agapay, and L. M. Nakashima
SP-215—21: Carbon FRP Strengthening of PCCP Aqueducts
by T. Alkhrdaji and J. Thomas
SP-215—22: Use of ACM in Rehabilitation Projects in Egypt
by A. Abdelrahman, M. Mohamadien, S. Rizkalla, and G. Tadros
SP-215—23: Shear Strengthening with Bonded CFRP L-Shaped Plates
by M. Basler, D. White, and M. Desroches
SP-215—24: Performance Based Design for FRP Strengthening of the Roof Panels of Calgary Saddledome
by M. Reda Taha, E. Tromposch, G. Tadros, A. Mufti, and C. Klowak
CHAPTER 5—FRP COMPOSITES FOR EXTERNAL REINFORCEMENT
PART III: MASONRY
SP-215—25: Reinforcing of a Cathedral Tower with CFRP Laminates
by J. G. Tumialan, D. Torrealva, E. Pasquel, and A. Nanni
SP-215—26: Flexural Strengthening of Masonry Walls in a High School Using FRP Bars
by J. G. Tumialan, N. Galati, A. Nanni, and D. Tyler