Table of Contents
Preface
Chapter 1—Spice Up Your Concrete with FRP Composites
-SP-230—1: An Innovative Hybrid FRP-Concrete Bridge System 1
by M. Elbadry, H. Abe, K. Schonknecht, and T. Yoshioka
-SP-230—2: Proposed GFRP Connectors in Sandwich Panels 21
by W.A. Pong, A.F. Morgan Girgis, and M.K. Tadros
-SP-230—3: Tensile Capacities of CFRP Anchors 39
by G. Ozdemir and U. Akyuz
-SP-230—4: An Exploratory Study of FRP Seismic Restrainers Subjected to
Dynamic Loads 57
by M. Saiidi, R. Johnson, and E. Maragakis
-SP-230—5: Manufacturing, Durability and Bond Behavior of
FRP Bars with Nanoclay 77
by P.V. Vijay, H.V.S. GangaRao, and V. Krishnaswamy
-SP-230—6: Textile Reinforced Mortars (TRM) versus Fiber Reinforced Polymers (FRP) as Strengthening Materials of Concrete Structures 99
by T.C. Triantafillou and C.G. Papanicolaou
-SP-230—7: Innovative Triaxially Braided Ductile FRP Fabric for
Strengthening Structures 119
by N.F. Grace, W.F. Ragheb, and G. Abdel-Sayed
Chapter 2—Innovations in FRP Material Testing & Characterization
-SP-230—8: Material Characterization of FRP Pre-Cured Laminates Used in the Mechanically Fastened FRP Strengthening of RC Structures 135
by A. Rizzo, N. Galati, A. Nanni, and L.R. Dharani
-SP-230—9: Method for Screening Durability and Constituent Materials
in FRP Bars 153
by D. Gremel, N. Galati, and J. Stull
-SP-230—10: A New Set-Up for FRP-Concrete Stable Delamination Test 165
by C. Mazzotti, M. Savoia, and B. Ferracuti
-SP-230—11: Stepped Isothermal Method for Creep Rupture
Studies of Aramid Fibres 181
by K.G.N.C. Alwis and C.J. Burgoyne
-SP-230—12: Fiber Optics Technique for Quality Control and
Monitoring of FRP Installations 195 by V. Antonucci, M. Giordano, and A. Prota
-SP-230—13: Gripping Behavior of CFRP Prestressing Rods
for Novel Anchor Design 209
by A. Al-Mayah, K. Soudki, and A. Plumtree
Chapter 3—Strengthening of Existing Masonry Structures with FRP Systems
-SP-230—14: Out-of-Plane Static and Blast Resistance of Unreinforced Masonry Wall Connections Strengthened with FRP 229
by P. Carney and J.J. Myers
-SP-230—15: Out-of-Plane Bending of URM Walls Strengthened with FRP Strips — Modeling and Analysis 249
by E. Hamed and O. Rabinovitch
-SP-230—16: Design Guidelines for Masonry Structures: Out of Plane Loads 269
by N. Galati, E. Garbin, G. Tumialan, and A. Nanni
-SP-230—17: FRP Repair Methods for Unreinforced Masonry Buildings
Subject to Cyclic Loading 289
by P.B. Foster, J. Gergely, D.T. Young, W.M. McGinley, and A. Corzo
-SP-230—18: In-plane Strengthening of Unreinforced Masonry Walls
with Prestressed GFRP Bars 307
by P. Yu, P.F. Silva, and A. Nanni
-SP-230—19: Cyclic In-Plane Shear of Concrete Masonry Walls
Strengthened by FRP Laminates 327
by M.A. Haroun, A.S. Mosallam, and K.H. Allam
-SP-230—20: Seismic Performance on Masonry Infill Walls Retrofitted
With CFRP Sheets 341
by M. Saatcioglu, F. Serrato, and S. Foo
Chapter 4— Bond of FRP Bars, Sheets, Laminates, and Anchorages to Concrete
-SP-230—21: The Effect of Adhesive Type on the Bond of NSM Tape to Concrete 355
by C. Shield, C. French, and E. Milde
-SP-230—22: Modeling of FRP-Concrete Bond Using Nonlinear
Damage Mechanics 373
by C.A. Coronado and M.M. Lopez
-SP-230—23: Experiemental Study of Short NSM-FRP Bar Anchorages 391
by D.G. Novidis and S.J. Pantazopoulou
-SP-230—24: Debonding in FRP-Strengthened Flexural Members with
Different Shear-Span Ratios 411
by Z. Wu and S. Hemdan
-SP-230—25: Enhanced End Anchorage of Bonded FRP Repairs 427
by M.J. Chajes, W.W. Finch, Jr., and H.W. Shenton
-SP-230—26: FRP-Concrete Bond Behavior: A Parametric Study
Through Pull-Off Testing 441
by B.M. McSweeney and M.M. Lopez
-SP-230—27: Modelling of Debonding Failures in FRP-Strengthened
Two-Way Slabs 461
by W.E. El Sayed, U.A. Ebead, and K.W. Neale
Chapter 5—Strengthening of Existing Concrete Structures with FRP Systems, Part 1
-SP-230—28: Design Guidelines for the Strengthening of Existing Structures
with FRP in Italy 481
by L. Ascione, A. Benedetti, R. Frassine, G. Manfredi, G. Monti, A. Nanni,
C. Poggi, and E. Sacco
-SP-230—29: Finite Element Modelling of RC Beams Retrofitted with CFRP Fabrics 499
by H.B. Pham and R. Al-Mahaidi
-SP-230—30: Behavior of RC Beams Strengthened with Externally
Post-Tensioning CFRP Strips 515
by K.-S. Choi, Y.-C. You, Y.-H. Park, J.-S. Park, and K.-H. Kim
-SP-230—31: Influence of Bond Behavior on the Cross Sectional Forces in Flexural RC Members Strengthened with CFRP 529
by G. Zehetmaier and K. Zilch
-SP-230—32: FRP-Strengthening in Shear: Tests and Design Equations 543
by G. Monti and M.A. Liotta
-SP-230—33: Post-Repair Performance of Corroded Bond Critical RC Beams
Repaired with CFRP 563
by B.C. Craig and K.A. Soudki
-SP-230—34: Bond Strengthening of Steel Bars Using External FRP Confinement: Implications on the Static and Cyclic Response of R/C Members 579
by M.H. Harajli
Chapter 6—Serviceability of FRP Reinforced Concrete Structures
-SP-230—35: Fatigue Behavior of Prestressed Concrete Bridge Girders Strengthened with Various CFRP Systems 597
by O.A. Rosenboom and S.H. Rizkalla
-SP-230—36: Fatigue Behavior of Reinforced Concrete Beams Strengthened with Different FRP Laminate Configurations 613
by R. Gussenhoven and S.F. Breña
-SP-230—37: Steel-Free Hybrid FRP Stiffened Panel-Concrete Deck System 631
by L. Cheng and V.M. Karbhari
-SP-230—38: Rationale for the ACI 440.1R-06 Indirect Deflection Control
Design Provisions 651
by C.E. Ospina and S.P. Gross
-SP-230—39: Time Depending Thermo Mechanical Bond Behavior of Epoxy Bonded
Pre-Stressed FRP-Reinforcement 671
by K. Borchert and K. Zilch
-SP-230—40: Long-Term Performance of a CFRP Strap Shear Retrofitting System 685
by N. Hoult and J. Lees
-SP-230—41: Freeze-Thaw Behavior of FRP-Confined Concrete
under Sustained Load 705
by A. Kong, A. Fam, and M.F. Green
Chapter 7—Strengthening of Existing Concrete Structures with FRP Systems, Part II
-SP-230—42: Probabilistic Based Design for FRP Strengthening
of Reinforced Concrete 723
by R.A. Atadero and V.M. Karbhari
-SP-230—43: Strengthening of Concrete Structures using Steel Wire
Reinforced Polymer 743
by W. Figeys, L. Schueremans, K. Brosens, and D. Van Gemert
-SP-230—44: Performance of Double-T Prestressed Concrete Beams Strengthened with Steel Reinforced Polymer 763
by P. Casadei, A. Nanni, T. Alkhrdaji, and J. Thomas
-SP-230—45: Analytical Evaluation of RC Beams Strengthened with Near Surface Mounted CFRP Laminates 779
by J.-Y. Kang, Y.-H. Park, J.-S. Park, Y.-J. You, and W.-T. Jung
-SP-230—46: Experimental Investigation on Flexural Behavior of RC Beams Strengthened by NSM CFRP Reinforcements 795
by W.-T. Jung, Y.-H. Park, J.-S. Park, J.-Y. Kang, and Y.-J. You
-SP-230—47: Shear Strengthening of RC Beams with Near-Surface-Mounted
CFRP Laminates 807
by S. Dias and J. Barros
-SP-230—48: Shear Assessment and Strengthening of Contiguous-Beam Concrete Bridges Using FRP Bars 825
by P. Valerio, T.J. Ibell, and A.P. Darby
-Conversion Factors
-Index
Chapter 8—Design and Behavior of Concrete Members Internally Reinforced with FRP
-SP-230—49: Punching Shear Capacity of Double Layer FRP Grid
Reinforced Slabs 857
by D.A. Jacobson, L.C. Bank, M.G. Oliva, and J.S. Russell
-SP-230—50: A New Punching Shear Equation for Two-Way Concrete Slabs Reinforced with FRP Bars 877
by S. El-Gamal, E.F. El-Salakawy, and B. Benmokrane
-SP-230—51: Flexural Behavior of Fiber-Reinforced-Concrete Beams Reinforced with
FRP Rebars 895
by H. Wang and A. Belarbi
-SP-230—52: Finite Element Modeling of Concrete Bridge Deck Slabs Reinforced with FRP Bars 915
by A. El-Ragaby, E.F. El-Salakawy, and B. Benmokrane
-SP-230—53: Guide Examples for Design of Concrete Reinforced with FRP Bars 935
by W.K. Feeser and V.L. Brown
-SP-230—54: Shear Strength of Concrete Beams Reinforced with FRP Bars:
Design Method 955
by A.K. El-Sayed, E.F. El-Salakawy, and B. Benmokrane
-SP-230—55: Tension Stiffening Behavior of GFRP-Reinforced Concrete 975
by H. Sooriyaarachchi, K. Pilakoutas, and E. Byars
Chapter 9—Concrete Confinement Using Carbon Fiber Reinforced Polymer Grid
-SP-230—56: Concrete Confinement Using Carbon Fiber Reinforced Polymer Grid 991
by A.P. Michael, H.R. Hamilton III, and M.H. Ansley
-SP-230—57: Strain-Based Design Model for FRP-Confined Concrete Columns 1011
by N. Saenz and C.P. Pantelides
-SP-230—58: FRP-Confinement of Hollow Concrete Cylinders and Prisms 1029
by R. Modarelli, F. Micelli, and O. Manni
-SP-230—59: Shape Modification with Expansive Cement Concrete for Confinement with FRP Composites 1047
by Z. Yan, C.P. Pantelides, and L.D. Reaveley
-SP-230—60: Design Equations for FRP—Strengthening of Columns 1067
by G. Monti and S. Alessandri
-SP-230—61: Shear Strength Prediction of Deep CFFT Beams 1085
by I. Ahmad, Z. Zhu, A. Mirmiran, and A. Fam
-SP-230—62: Field Installation, Splicing, and Flexural Testing of Hybrid
FRP/Concrete Piles 1103
by K. Helmi, A. Fam, and A. Mufti
Chapter 10—Field Applications of FRP Reinforced Concrete Structures
-SP-230—63: Design and Construction of a Bridge Deck using Mild and Post-Tensioned FRP Bars 1121
by R. Fico, N. Galati, A. Prota, and A. Nanni
-SP-230—64: FRP Application in Underwater Repair of Corroded Piles 1139
by R. Sen, G. Mullins, K. Suh, and D. Winters
-SP-230—65: Strengthening of Off-System Bridges with Mechanically Fastened Pre-Cured FRP Laminates 1157
by A. Rizzo, N. Galati, and A. Nanni
-SP-230—66: Application of Tensioned CFRP Strip Method to an Existing Bridge 1177
by A. Tateishi, A. Kobayashi, Y. Hamada, T. Takahashi, and H. Yasumori
-SP-230—67: Performance Evaluation of a Short-Span Bridge Built with FRP Reinforced Concrete Panels 1191
by U. Deza and A. Nanni
-SP-230—68: Rehabilitation of Plaza De Diego Building in San Juan, P.R.
using CFRP 1209
by M. Ehsani
-SP-230—69: Bonded and Mechanically Fastened FRP Strengthening Systems:
A Case Study 1217
by A. Lopez, A. Rizzo, N. Galati, and A. Nanni
Chapter 11—Effects of Extreme Events on FRP Reinforced Concrete Structures
-SP-230—70: High Temperature Residual Properties of Externally-Bonded
FRP Systems 1235
by S.K. Foster and L.A. Bisby
-SP-230—71: Fire Endurance of Insulated FRP-Strengthened
Square Concrete Columns 1253
by V.K.R. Kodur, L.A. Bisby, M.F. Green, and E. Chowdhury
-SP-230—72: Innovative Application of FRPs for Seismic Strengthening of
RC Shear Wall 1269
by K. Kobayashi
-SP-230—73: Innovative Technique for Seismic Upgrade of RC Square Columns 1289
by A. Prota, G. Manfredi, A. Balsamo, A. Nanni, and E. Cosenza
-SP-230—74: Finite Element Modeling of Cyclic Behavior of Shear Wall Structure Retrofitted using GFRP 1305
by Z.J. Li, T. Balendra, K.H. Tan, and K.H. Kong
-SP-230—75: Seismic Rehabilitation of a Full-Scale RC Structure using
GFRP Laminates 1325
by A. Balsamo, G. Manfredi, E. Mola, P. Negro, and A. Prota
-SP-230—76: Retrofit for Blast-Resistant RC Slabs with Composite Materials 1345
by B. Lu, P. Silva, A. Nanni, and J. Baird
Chapter 12—Durability of FRP of Reinforced Concrete Structures
-SP-230—77: Durability of GFRP Reinforced Concrete Field Structures 1361
by A. Mufti, M. Onofrei, B. Benmokrane, N. Banthia, M. Boulfiza, J. Newhook, B. Bakht, G. Tadros, and P. Brett
-SP-230—78: GFRP-Bonded RC Beams under Sustained Loading and
Tropical Weathering 1379
by M.K. Saha and K.H. Tan
-SP-230—79: Durability Assessment of Combined Environmental
Exposure and Bending 1397
by C. Helbling and V.M. Karbhari
-SP-230—80: Durability of CFRP Sheet Reinforcement through Exposure Tests 1419
by I. Nishizaki, P. Labossière, and B. Sarsaniuc
-SP-230—81: Tensile Strength of GFRP Bars Under Sustained Loading in
Concrete Beams 1429
by C.E. Bakis, T.E. Boothby, R.A. Schaut, and C.G. Pantano
-SP-230—82: Performance of Corrosion-Damaged RC Columns Repaired by
CFRP Sheets 1447
by S.-W. Bae, A. Belarbi, and J.J. Myers
-SP-230—83: A Fracture Mechanics Approach for Interface Durability of
Bonded FRP to Concrete 1465
by J.F. Davalos, S.S. Kodkani, I. Ray, and D.M. Boyajian
Chapter 13—Poster Session
-SP-230—84: Local Bond-Slip Characteristics of G-FRP Bars 1481
by S.P. Tastani, S.J. Pantazopoulou, and P. Karvounis
-SP-230—85: Bond Performance of Deformed GFRP Rebar with Milled
Fibers to Concrete 1497
by J. Sim, D.Y. Moon, and H. Oh
-SP-230—86: Static and Fatigue Bond Characteristics of Interfaces between CFRP Sheets and Frost Damage Experienced Concrete 1515
by J.G. Dai, Y. Saito, T. Ueda, and Y. Sato
-SP-230—87: Significance of Stress-Block Parameters on the Moment Capacity of Sections Under-Reinforced with FRP 1531
by G. Urgessa, S. Horton, M.M. Reda Taha, and A. Maji
-SP-230—88: The Influence of Temperature on the Debonding of Externally
Bonded CFRP 1551
by E.L. Klamer, D.A. Hordijk, and H.J.M. Janssen
-SP-230—89: Effect of Environmental Conditions on Bond Strength between CFRP Laminate and Concrete Substrate 1571
by J.J. Myers and M. Ekenel
-SP-230—90: FRP Stay-in-Place Formwork for Seismic Resistant High-Strength
Concrete Columns 1593
by T. Ozbakkaloglu and M. Saatcioglu
-SP-230—91: Closed Form Design Equations for Strengthened Concrete Beams:
FRP Rupture 1613
by N. Hatami and H.A. Rasheed
-SP-230—92: External Prestressing Concrete Columns with Fibrous
Composite Belts 1631
by K.N. Nesheli and K. Meguro
-SP-230—93: Flexural Strengthening of RC Beams Using Steel Reinforced Polymer (SRP) Composites 1647
by Y.J. Kim, A. Fam, A. Kong, and R. El-Hacha
-SP-230—94: Shear Strengthening Effects with Varying Types of FRP Materials and Strengthening Methods 1665
by J. Sim, G. Kim, C. Park, and M. Ju
-SP-230—95: Modelling of Reinforced Concrete Flexural Members Strengthened with Near-Surface Mounted FRP Reinforcement 1681
by R. El-Hacha, S.H. Rizkalla, and R. Kotynia
-Conversion Factors