American Society of Civil Engineers 2003: Vol 7 Index

9 Pages·2003·4.3 MB·English

2003 ANNUAL INDEX
Civil Engineering Database Subject Heading Index
The Civil Engineering Database (CEDB) is Beam columns Bars and Concrete. Il: Computational Modeling.
designed to provide free, easy bibliographic Experimental Investigation of FRP-Strengthened — J. V. Cox and K. Bergeron Cochran; 7({2),
access to all ASCE publications. The database RC Beam-Column Joints. — Costas P. Anto- 164-71 (2003).
covers ASCE documents published since 1970. It nopoulos and Thanasis C. Triantafillou; 7(1), Retrofitting of Reinforced Concrete Beams with
provides access to all the journals, conference 39-49 (2003). CARDIFRC. — Farshid Jandaghi Alaee and
proceedings, books, standards, —sm anuals, Beams Bhushan Lal Karihaloo; 7(3), 174-86 (2003).
Magazines, and newspapers. The index terms Experimental and Analytical Behavior of Carbon Investigation of Bond in Concrete Structures
below were assigned to papers published in this Fiber-Based Rods as Flexural Reinforcement. — Strengthened with Near Surface Mounted Car-
journal during 2003 from a CEDB subject Ganesh Thiagarajan; 7(1), 64-72 (2003). bon Fiber Reinforced Polymer Strips. — Tarek
Experimental Investigation of Bonded Fiber Rein- Hassan and Sami Rizkalla; 7(3), 248-57 (2003).
heading list. The CEDB and subject heading list
can be accessed on the Web at forced Polymer-Concrete Joints under Cyclic Bridge decks
Loading. — L. Bizindavyi, K. W. Neale, and M. Filament-Wound Glass Fiber Reinforced Polymer
http://www.pubs.asce.org/cedbsrch.html.
A. Erki; 7(2), 127-34 (2003). Bridge Deck Modules. — Brea Williams, Emile
Short Term Testing of Hybrid T Beam Made of New Shehata, and Sami H. Rizkalla; 7(3), 266-73
Adhesives Prepreg Material. — J. Hulatt, L. Hollaway, and (2003).
Short Term Testing of Hybrid T Beam Made of New A. Thorne; 7(2), 135-44 (2003). Bridges, concrete
Prepreg Material. — J. Hulatt, L. Hollaway, and Retrofitting of Reinforced Concrete Beams with Performance Evaluation of Reinforced Concrete
A. Thorne; 7(2), 135-44 (2003). CARDIFRC. — Farshid Jandaghi Alaee and Bridge Columns Wrapped with Fiber Reinforced
Airblast Bhushan Lal Karihaloo; 7(3), 174-86 (2003). Polymers. — Ming-Hung Teng, Elisa D.
Composite Reinforcement to Strengthen Existing Behavior of Concrete Beams Strengthened with Sotelino, and Wai-Fah Chen; 7(2), 83-92 (2003).
Fiber-Reinforced Polymer Laminates under Im-
Concrete Structures against Air Blast. — Larry Brittle failure
pact Loading. — Taiping Tang and Hamid
C. Muszynski and Michael R. Purcell; 7(2), 93-7 Shear Analysis of Concrete with Brittle
Saadatmanesh; 7(3), 209-18 (2003).
(2003). Reinforcement. — Tim Stratford and Chris
Investigation of Bond in Concrete Structures
Use of Composite Reinforcement to Strengthen Burgoyne; 7(4), 323-30 (2003).
Strengthened with Near Surface Mounted Car-
Concrete and Air-Entrained Concrete Masonry bon Fiber Reinforced Polymer Strips. — Tarek Carbon
Walls against Air Blast. — Larry C. Muszynski Hassan and Sami Rizkalla; 7(3), 248-57 (2003). Bond between Carbon Fiber Reinforced Polymer
and Michael R. Purcell; 7(2), 98-108 (2003). Flexural Behavior and Deformability of Fiber Re- Bars and Concrete. I: Experimental Study. — L.
Aluminum inforced Polymer Prestressed Concrete Beams. J. Malvar, J. V. Cox, and K. Bergeron Cochran;
Repair of Cracked Aluminum Overhead Sign — Patrick X. W. Zou; 7(4), 275-84 (2003). 7(2), 154-63 (2003).
Structures with Glass Fiber Reinforced Polymer Theoretical Study on Short-Term and Long-Term Repair of Damaged Steel-Concrete Composite
Composites. — Chris P. Pantelides, Justin Deflections of Fiber Reinforced Polymer Pre- Girders Using Carbon Fiber-Reinforced Poly-
Nadauld, and Larry Cercone; 7(2), 118-26 stressed Concrete Beams. — Patrick X. W. Zou; mer Sheets. — M. Tavakkolizadeh and H.
(2003). 7(4), 285-91 (2003). Saadatmanesh; 7(4), 311-22 (2003).
Flexural Behavior of R/C Beams Strengthened with Columns
Aramid
Carbon Fiber Reinforced Polymer Sheets or Performance Evaluation of Reinforced Concrete
Use of Composite Reinforcement to Strengthen Fabric. — P. Alagusundaramoorthy, I. E. Harik, Bridge Columns Wrapped with Fiber Reinforced
Concrete and Air-Entrained Concrete Masonry and C. C. Choo; 7(4), 292-301 (2003). Polymers. — Ming-Hung Teng, Elisa D.
Walls against Air Blast. — Larry C. Muszynski Reinforced Concrete T-Beams Strengthened in Sotelino, and Wai-Fah Chen; 7(2), 83-92 (2003).
and Michael R. Purcell; 7(2), 98-108 (2003). Shear with Fiber Reinforced Polymer Sheets. — Shear Strengthening of Interior Slab—Column Con-
Axial compression Christophe Deniaud and J. J. Roger Cheng; 7(4), nections Using Carbon Fiber-Reinforced Poly-
Time-Dependent Deformation of Pultruded Fiber 302-10 (2003). mer Sheets. — M. H. Harajli and K. A. Soudki;
Reinforced Polymer Composite Columns. Bending 7(2), 145-53 (2003).
Yeol Choi and Robert L. Yuan; 7(4), 356-62 Flexural Behavior of R/C Beams Strengthened with Performance of Axially Loaded Short Rectangular
(2003). Carbon Fiber Reinforced Polymer Sheets or Columns Strengthened with Carbon Fiber-
Axial loads Fabric. —- P. Alagusundaramoorthy, I. E. Harik, Reinforced Polymer Wrapping. — Omar Chaal-
Performance of Axially Loaded Short Rectangular and C. C. Choo; 7(4), 292-301 (2003). lal, Mohsen Shahawy, and Munzer Hassan; 7(3),
200-8 (2003).
Columns Strengthened with Carbon Fiber- Bonding
Comparative Study of Models on Confinement of
Reinforced Polymer Wrapping. — Or1nar Chaal- Environmental Effects on the Short-Term Bond of Concrete Cylinders with Fiber-Reinforced Poly-
lal, Mohsen Shahawy, and Munzer Hassan; 7(3), Carbon Fiber-Reinforced Polymer (CFRP) mer Composites. — Laura De Lorenzis and
Composites. — L. J. Malvar, N. R. Joshi, J. A.
200-8 (2003). Ralejs Tepfers; 7(3), 219-37 (2003).
Beran, and T. Novinson; 7(1), 58-63 (2003).
Bars Experimental Investig*tion of Bonded Fiber Rein- Comparative studies
Bond between Carbon Fiber Reinforced Polymer forced Polymer-Concrete Joints under Cyclic Comparative Study of Models on Confinement of
Bars and Concrete. I: Experimental Study. — L. Loading. — L. Bizindavyi, K. W. Neale, and M. Concrete Cylinders with Fiber-Reinforced Poly-
J. Malvar, J. V. Cox, and K. Bergeron Cochran; A. Erki; 7(2), 127-34 (2003). mer Composites. — Laura De Lorenzis and
7(2), 154-63 (2003). Bond between Carbon Fiber Reinforced Polymer Ralejs Tepfers; 7(3), 219-37 (2003).
Bond between Carbon Fiber Reinforced Polymer Bars and Concrete. I: Experimental Study. — L. Compatibility
Bars and Concrete. Il: Computational Modeling. J. Malvar, J. V. Cox, and K. Bergeron Cochran; Shear Analysis of Concrete with Brittle
— J. V. Cox and K. Bergeron Cochran; 7(2), 7(2), 154-63 (2003). Reinforcement. — Tim Stratford and Chris
164-71 (2003). Bond between Carbon Fiber Reinforced Polymer Burgoyne; 7(4), 323-30 (2003).
JOURNAL OF COMPOSITES FOR CONSTRUCTION © ASCE / NOVEMBER 2003 / 369
Composite columns Bond between Carbon Fiber Reinforced Polymer Fabric. — P. Alagusundaramoorthy, I. E. Harik,
Time-Dependent Deformation of Pultruded Fiber Bars and Concrete. II: Computational Modeling. and C. C. Choo; 7(4), 292-301 (2003).
Reinforced Polymer Composite Columns. — — J. V. Cox and K. Bergeron Cochran; 7(2), Reinforced Concrete T-Beams Strengthened in
Yeol Choi and Robert L. Yuan; 7(4), 356-62 164-71 (2003). Shear with Fiber Reinforced Polymer Sheets. —
(2003). Behavior of Concrete Beams Strengthened with Christophe Deniaud and J. J. Roger Cheng; 7(4),
Composite materials Fiber-Reinforced Polymer Laminates under Im- 302-10 (2003).
Interaction between Static Fatigue and Zero-Stress pact Loading. — Taiping Tang and Hamid Shear Analysis of Concrete with Brittle
Aging in E-glass Fiber Composites. — Ever J. Saadatmanesh; 7(3), 209-18 (2003). Reinforcement. — Tim Stratford and Chris
Barbero and Thomas M. Damiani; 7(1), 3-9 Repair of Damaged Steel-Concrete Composite Burgoyne; 7(4), 323-30 (2003).
(2003). Girders Using Carbon Fiber-Reinforced Poly- Physical Properties of Glass Fiber Reinforced Poly-
Cyclic Flexure Tests of Masonry Walls Reinforced mer Sheets. — M. Tavakkolizadeh and H. mer Rebars in Compression. — D. H. Deitz, I.
with Glass Fiber Reinforced Polymer Sheets. — Saadatmanesh; 7(4), 311-22 (2003). E. Harik, and H. Gesund; 7(4), 363-6 (2003).
Marc D. Kuzik, Alaa E. Elwi, and J. J. Roger Concrete beams Confinement
Cheng; 7(1), 20-30 (2003). Long-Term Deflection and Cracking Behavior of Bond between Carbon Fiber Reinforced Polymer
Environmental Effects on the Short-Term Bond of Concrete Beams Prestressed with Carbon Fiber- Bars and Concrete. I: Experimental Study. — L.
Carbon Fiber-Reinforced Polymer (CFRP) Reinforced Polymer Tendons. — Patrick X. W. J. Malvar, J. V. Cox, and K. Bergeron Cochran;
Composites. — L. J. Malvar, N. R. Joshi, J. A. Zou; 7(3), 187-93 (2003). 7(2), 154-63 (2003).
Beran, and T. Novinson; 7(1), 58-63 (2003). Concrete blocks Comparative Study of Models on Confinement of
Composite Reinforcement to Strengthen Existing Cyclic Flexure Tests of Masonry Walls Reinforced Concrete Cylinders with Fiber-Reinforced Poly-
Concrete Structures against Air Blast. — Larry with Glass Fiber Reinforced Polymer Sheets. — mer Composites. — Laura De Lorenzis and
C. Muszynski and Michael R. Purcell; 7(2), 93-7 Mare D. Kuzik, Alaa E. Elwi, and J. J. Roger Ralejs Tepfers; 7(3), 219-37 (2003).
(2003). Cheng; 7(1), 20-30 (2003). Connections
Use of Composite Reinforcement to Strengthen Concrete columns CFRP Composite Connector for Concrete
Concrete and Air-Entrained Concrete Masonry Analytical Models for Concrete Confined with FRP Members. — P. W. McMullin, C. P. Pantelides,
Walls against Air Blast. — Larry C. Muszynski Tubes. — Jurgen Becque, Anil K. Patnaik, and and L. D. Reaveley; 7(1), 73-82 (2003).
and Michael R. Purcell; 7(2), 98-108 (2003). Sami H. Rizkalla; 7(1), 31-8 (2003). Repair of Cracked Aluminum Overhead Sign
Bond between Carbon Fiber Reinforced Polymer Concrete structures Structures with Glass Fiber Reinforced Polymer
Bars and Concrete. I: Experimental Study. — L. Composite Reinforcement to Strengthen Existing Composites. — Chris P. Pantelides, Justin
J. Malvar, J. V. Cox, and K. Bergeron Cochran; Concrete Structures against Air Blast. — Larry Nadauld, and Larry Cercone; 7(2), 118-26
7(2), 154-63 (2003). C. Muszynski and Michael R. Purcell; 7(2), 93-7 (2003).
Retrofitting of Reinforced Concrete Beams with (2003). Shear Strengthening of Interior Slab—Column Con-
CARDIFRC. — Farshid Jandaghi Alaee and Comparative Study of Models on Confinement of nections Using Carbon Fiber-Reinforced Poly-
Bhushan Lal Karihaloo; 7(3), 174-86 (2003). Concrete Cylinders with Fiber-Reinforced Poly- mer Sheets. — M. H. Harajli and K. A. Soudki;
Durability Gap Analysis for Fiber-Reinforced Poly- mer Composites. — Laura De Lorenzis and 7(2), 145-53 (2003).
mer Composites in Civil Infrastructure. — V. M. Ralejs Tepfers; 7(3), 219-37 (2003). Corrosion
Karbhari, J. W. Chin, D. Hunston, B. Investigation of Bond in Concrete Structures Environmental Effects on the Short-Term Bond of
Benmokrane, T. Juska, R. Morgan, J. J. Lesko, Strengthened with Near Surface Mounted Car- Carbon Fiber-Reinforced Polymer (CFRP)
U. Sorathia, and D. Reynaud; 7(3), 238-47 bon Fiber Reinforced Polymer Strips. — Tarek Composites. — L. J. Malvar, N. R. Joshi, J. A.
(2003). Hassan and Sami Rizkalla; 7(3), 248-57 (2003). Beran, and T. Novinson; 7(1), 58-63 (2003).
Reinforced Concrete T-Beams Strengthened in Corrosion of Steel Reinforcement in Carbon Fiber- Durability of Glass Polymer Composites Subject to
Shear with Fiber Reinforced Polymer Sheets. — Reinforced Polymer Wrapped Concrete Stress Corrosion. — Amar Khennane and Robert
Christophe Deniaud and J. J. Roger Cheng; 7(4), Cylinders. — Isaac A. Wootton, Lisa K. Spain- E. Melchers; 7(2), 109-17 (2003).
302-10 (2003). hour, and Nur Yazdani; 7(4), 339-47 (2003). Corrosion of Steel Reinforcement in Carbon Fiber-
Flexural and Shear Rigidity of Composite Sheet Concrete, prestressed Reinforced Polymer Wrapped Concrete
Piles. — Cynthia Giroux and Yixin Shao; 7(4), Flexural Behavior and Deformability of Fiber Re- Cylinders. — Isaac A. Wootton, Lisa K. Spain-
348-55 (2003). inforced Polymer Prestressed Concrete Beams. hour, and Nur Yazdani; 7(4), 339-47 (2003).
Compression strength — Patrick X. W. Zou; 7(4), 275-84 (2003). Cracking
Physical Properties of Glass Fiber Reinforced Poly- Theoretical Study on Short-Term and Long-Term Durability of Glass Polymer Composites Subject to
mer Rebars in Compression. — D. H. Deitz, I. Defiections of Fiber Reinforced Polymer Pre- Stress Corrosion. — Amar Khennane and Robert
E. Harik, and H. Gesund; 7(4), 363-6 (2003). stressed Concrete Beams. — Patrick X. W. Zou; E. Melchers; 7(2), 109-17 (2003).
Computation 7(4), 285-91 (2003). Long-Term Deflection and Cracking Behavior of
Bond between Carbon Fiber Reinforced Polymer Concrete, reinforced Concrete Beams Prestressed with Carbon Fiber-
Bars and Concrete. IJ: Computational Modeling. Experimental Investigation of FRP-Strengthened Reinforced Polymer Tendons. — Patrick X. W.
— J. V. Cox and K. Bergeron Cochran; 7(2), RC Beam-Column Joints. — Costas P. Anto- Zou; 7(3), 187-93 (2003).
164-71 (2003). nopoulos and Thanasis C. Triantafillou; 7(1), Application of Fiber Reinforced Polymer Overlays
Concrete 39-49 (2003). to Extend Steel Fatigue Life. — Sean C. Jones
Fatigue Response of New Graphite/Epoxy- Experimental and Analytical Behavior of Carbon and Scott A. Civjan; 7(4), 331-8 (2003).
Concrete Girder. — B. M. Kavlicoglu, M. Saiidi, Fiber-Based Rods as Flexural Reinforcement. — Creep rupture
and F. Gordaninejad; 7(1), 50-7 (2003). Ganesh Thiagarajan; 7(1), 64-72 (2003). Long-Term Properties and Transfer Length of
Experimental Investigation of Bonded Fiber Rein- Shear Strengthening of Interior Slab—Column Con- Fiber-Reinforced Polymers. — Patrick X. W.
forced Polymer-Concrete Joints under Cyclic nections Using Carbon Fiber-Reinforced Poly- Zou; 7(1), 10-9 (2003).
Loading. — L. Bizindavyi, K. W. Neale, and M. mer Sheets. — M. H. Harajli and K. A. Soudki; Cross sections
A. Erki; 7(2), 127-34 (2003) 7(2), 145-53 (2003). Fatigue Response of New _ Graphite/Epoxy-
Short Term Testing of Hybrid T Beam Made of New Performance of Axially Loaded Short Rectangular Concrete Girder. — B. M. Kavlicoglu, M. Saiidi,
Prepreg Material. — J. Hulatt, L. Hollaway, and Columns Strengthened with Carbon Fiber- and F. Gordaninejad; 7(1), 50-7 (2003).
A. Thorne; 7(2), 135-44 (2003). Reinforced Polymer Wrapping. — Omar Chaal- Cyclic loads
Bond between Carbon Fiber Reinforced Polymer lal, Mohsen Shahawy, and Munzer Hassan; 7(3), Cyclic Flexure Tests of Masonry Walls Reinforced
Bars and Concrete. I: Experimental Study. — L. 200-8 (2003). with Glass Fiber Reinforced Polymer Sheets. —
J. Malvar, J. V. Cox, and K. Bergeron Cochran; Flexural Behavioro f R/C Beams Strengthened with Marc D. Kuzik, Alaa E. Elwi, and J. J. Roger
7(2), 154-63 (2003). Carbon Fiber Reinforced Polymer Sheets or Cheng; 7(1), 20-30 (2003).
370 / JOURNAL OF COMPOSITES FOR CONSTRUCTION © ASCE / NOVEMBER 2003
Experimental Investigation of Bonded Fiber Rein- Failure modes forced Polymer-Concrete Joints under Cyclic
forced Polymer-Concrete Joints under Cyclic Short Term Testing of Hybrid T Beam Made of New Loading. — L. Bizindavyi, K. W. Neale, and M.
Loading. — L. Bizindavyi, K. W. Neale, and M. Prepreg Material. — J. Hulatt, L. Hollaway, and A. Erki; 7(2), 127-34 (2003).
A. Erki; 7(2), 127-34 (2003). A. Thorne; 7(2), 135-44 (2003). Bond between Carbon Fiber Reinforced Polymer
Cylinders Fatigue Bars and Concrete. I: Experimental Study. — L.
Corrosion of Steel Reinforcement in Carbon Fiber- Interaction between Static Fatigue and Zero-Stress J. Malvar, J. V. Cox, and K. Bergeron Cochran;
Reinforced Polymer Wrapped Concrete Aging in E-glass Fiber Composites. — Ever J. 7(2), 154-63 (2003).
Cylinders. — Isaac A. Wootton, Lisa K. Spain- Barbero and Thomas M. Damiani; 7(1), 3-9 Bond between Carbon Fiber Reinforced Polymer
hour, and Nur Yazdani; 7(4), 339-47 (2003). (2003). Bars and Concrete. II: Computational Modeling.
Decks Fatigue Response of New _ Graphite/Epoxy- — J. V. Cox and K. Bergeron Cochran; 7(2),
Durability Gap Analysis for Fiber-Reinforced Poly- Concrete Girder. — B. M. Kaviicoglu, M. Saiidi, 164-71 (2003).
mer Composites in Civil Infrastructure. — V. M. and F. Gordaninejad; 7(1), 50-7 (2003). Long-Term Deflection and Cracking Behavior of
Karbhari, J. W. Chin, D. Hunston, B. Experimental Investigation of Bonded Fiber Rein- Concrete Beams Prestressed with Carbon Fiber-
Benmokrane, T. Juska, R. Morgan, J. J. Lesko, forced Polymer-Concrete Joints under Cyclic Reinforced Polymer Tendons. — Patrick X. W.
U. Sorathia, and D. Reynaud; 7(3), 238-47 Loading. — L. Bizindavyi, K. W. Neale, and M. Zou; 7(3), 187-93 (2003).
(2003). A. Erki; 7(2), 127-34 (2003) Performance of Axially Loaded Short Rectangular
Application of Fiber Reinforced Polymer Overlays Columns Strengthened with Carbon Fiber-
Deflection
to Extend Steel Fatigue Life. — Sean C. Jones Reinforced Polymer Wrapping. — Omar Chaal-
Long-Term Deflection and Cracking Behavior of
and Scott A. Civjan; 7(4), 331-8 (2003). lal, Mohsen Shahawy, and Munzer Hassan; 7(3),
Concrete Beams Prestressed with Carbon Fiber-
Fiber reinforced materials 200-8 (2003).
Reinforced Polymer Tendons. — Patrick X. W.
Interaction between Static Fatigue and Zero-Stress Behavior of Concrete Beams Strengthened with
Zou; 7(3), 187-93 (2003).
Aging in E-glass Fiber Composites. — Ever J. Fiber-Reinforced Polymer Laminates under Im-
Behavior of Concrete Beams Strengthened with
Barbero and Thomas M. Damiani; 7(1), 3-9 pact Loading. — Taiping Tang and Hamid
Fiber-Reinforced Polymer Laminates under Im-
(2003). Saadatmanesh; 7(3), 209-18 (2003).
pact Loading. — Taiping Tang and Hamid
Shear Strengthening of Interior Slab—Column Con- Comparative Study of Models on Confinement of
Saadatmanesh; 7(3), 209-18 (2003).
nections Using Carbon Fiber-Reinforced Poly- Concrete Cylinders with Fiber-Reinforced Poly-
Filament-Wound Glass Fiber Reinforced Polymer
mer Sheets. — M. H. Harajli and K. A. Soudki; mer Composites. — Laura De Lorenzis and
Bridge Deck Modules. — Brea Williams, Emile
7(2), 145-53 (2003). Ralejs Tepfers; 7(3), 219-37 (2003).
Shehata, and Sami H. Rizkalla; 7(3), 266-73
Fiber-Sizing-Based Enhancement of Materials Du- Durability Gap Analysis for Fiber-Reinforced Poly-
(2003).
rability for Seismic Retrofit. — James S. Zhang, mer Composites in Civil Infrastructure. — V. M.
Theoretical Study on Short-Term and Long-Term
Vistasp M. Karbhari, Fred Isley, and John Karbhari, J. W. Chin, D. Hunston, B.
Deflections of Fiber Reinforced Polymer Pre-
Neuner; 7(3), 194-9 (2003). Benmokrane, T. Juska, R. Morgan, J. J. Lesko,
stressed Concrete Beams. — Patrick X. W. Zou;
7(4), 285-91 (2003). Fiber reinforced plastics U. Sorathia, and D. Reynaud; 7(3), 238-47
Short Term Testing of Hybrid T Beam Made of New (2003).
Deformation Prepreg Material. — J. Hulatt, L. Hollaway, and Investigation of Bond in Concrete Structures
Flexural Behavior and Deformability of Fiber Re- A. Thorne; 7(2), 135-44 (2003). Strengthened with Near Surface Mounted Car-
inforced Polymer Prestressed Concrete Beams. Shear Analysis of Concrete with Brittle bon Fiber Reinforced Polymer Strips. — Tarek
— Patrick X. W. Zou; 7(4), 275-84 (2003). Reinforcement. — Tim Stratford and Chris Hassan and Sami Rizkalla; 7(3), 248-57 (2003).
Time-Dependent Deformation of Pultruded Fiber Burgoyne; 7(4), 323-30 (2003). Punching Shear Behavior of Fiber Reinforced
Reinforced Polymer Composite Columns. Fiber reinforced polymers Polymers Reinforced Concrete Flat Slabs: Ex-
Yeol Choi and Robert L. Yuan; 7(4), 356-62 Long-Term Properties and Transfer Length of perimental Study. — Abdel Wahab ElI-
(2003). Fiber-Reinforced Polymers. — Patrick X. W. Ghandour, Kypros Pilakoutas, and Peter
Ductility Zou; 7(1), 10-9 (2003). Waldron; 7(3), 258-65 (2003).
Performance of Axially Loaded Short Rectangular Analytical Models for Concrete Confined with FRP Filament-Wound Glass Fiber Reinforced Polymer
Columns Strengthened with Cerbon Fiber- Tubes. — Jurgen Becque, Anil K. Patnaik, and Bridge Deck Modules. — Brea Williams, Emile
Reinforced Polymer Wrapping. — Omar Chaal- Sami H. Rizkalla; 7(1), 31-8 (2003). Shehata, and Sami H. Rizkalla; 7(3), 266-73
lal, Mohsen Shahawy, and Munzer Hassan; 7(3), Experimental Investigation of FRP-Strengthened (2003).
200-8 (2003). RC Beam-Column Joints. — Costas P. Anto- Flexural Behavior and Deformability of Fiber Re-
Comparative Study of Models on Confinement of nopoulos and Thanasis C. Triantafillou; 7(1), inforced Polymer Prestressed Concrete Beams.
Concrete Cylinders with Fiber-Reinforced Poly- 39-49 (2003). — Patrick X. W. Zou; 7(4), 275-84 (2003).
mer Composites. — Laura De Lorenzis and Environmental Effects on the Short-Term Bond of Theoretical Study on Short-Term and Long-Term
Ralejs Tepfers; 7(3), 219-37 (2003). Carbon Fiber-Reinforced Polymer (CFRP) Deflections of Fiber Reinforced Polymer Pre-
Durability Composites. — L. J. Malvar, N. R. Joshi, J. A. stressed Concrete Beams. — Patrick X. W. Zou;
Durability of Glass Polymer Composites Subject to Beran, and T. Novinson; 7(1), 58-63 (2003). 7(4), 285-91 (2003).
Stress Corrosion. — Amar Khennane and Robert CFRP Composite Connector for Concrete Flexural Behavior of R/C Beams Strengthened with
E. Melchers; 7(2), 109-17 (2003). Members. — P. W. McMullin, C. P. Pantelides, Carbon Fiber Reinforced Polymer Sheets or
Fiber-Sizing-Based Enhancement of Materials Du- and L. D. Reaveley; 7(1), 73-82 (2003). Fabric. — P. Alagusundaramoorthy, I. E. Harik,
rability for Seismic Retrofit. — James S. Zhang, Performance Evaluation of Reinforced Concrete and C. C. Choo: 7(4), 292-301 (2003).
Vistasp M. Karbhari, Fred Isley, and John Bridge Columns Wrapped with Fiber Reinforced Reinforced Concrete T-Beams Strengthened in
Neuner; 7(3), 194-9 (2003). Polymers. Ming-Hung Teng, Elisa D. Shear with Fiber Reinforced Polymer Sheets. —
Durability Gap Analysis for Fiber-Reinforced Poly- Sotelino, and Wai-Fah Chen; 7(2), 83-92 (2003). Christophe Deniaud and J. J. Roger Cheng; 7(4),
mer Composites in Civil Infrastructure. — V. M. Durability of Glass Polymer Composites Subject to 302-10 (2003).
Karbhari, J. W. Chin, D. Hunston, B. Stress Corrosion. — Amar Khennane and Robert Repair of Damaged Steel-Concrete Composite
Benmokrane, T. Juska, R. Morgan, J. J. Lesko, E. Melchers; 7(2), 109-17 (2003). Girders Using Carbon Fiber-Rei:usorced Poly-
U. Sorathia, and D. Reynaud; 7(3), 238-47 Repair of Cracked Aluminum Overhead Sign mer Sheets. — M. Tavakkolizadeh and H.
(2003). Structures with Glass Fiber Reinforced Polymer Saadatmanesh; 7(4), 311-22 (2003).
Elasticity Composites. — Chris P. Pantelides, Justin Application of Fiber Reinforced Polymer Overlays
Physical Properties of Glass Fiber Reinforced Poly- Nadauld, and Larry Cercone; 7(2), 118-26 to Extend Steel Fatigue Life. — Sean C. Jones
mer Rebars in Compression. — D. H. Deitz, I. (2003). and Scott A. Civjan; 7(4), 331-8 (2003).
E. Harik, and H. Gesund; 7(4), 363-6 (2003). Experimental Investigation of Bonded Fiber Rein- Corrosion of Steel Reinforcement in Carbon Fiber-
JOURNAL OF COMPOSITES FOR CONSTRUCTION © ASCE / NOVEMBER 2003 / 371
Reinforced Polymer Wrapped Concrete Joints Concrete Cylinders with Fiber-Reinforced Poly-
Cylinders. — Isaac A. Wootton, Lisa K. Spain- Experimental Investigation of FRP-Strengthened mer Composites. — Laura De Lorenzis and
hour, and Nur Yazdani; 7(4), 339-47 (2003). RC Beam-Column Joints. — Costas P. Anto- Ralejs Tepfers; 7(3), 219-37 (2003).
Flexural and Shear Rigidity of Composite Sheet nopoulos and Thanasis C. Triantafillou; 7(1), Repair of Damaged Steel-Concrete Composite
Piles. — Cynthia Giroux and Yixin Shao; 7(4), 39-49 (2003). Girders Using Carbon Fiber-Reinforced Poly-
348-55 (2003). Experimental Investigation of Bonded Fiber Rein- mer Sheets. — M. Tavakkolizadeh and H.
Time-Dependent Deformation of Pultruded Fiber forced Polymer-Concrete Joints under Cyclic Saadatmanesh; 7(4), 311-22 (2003).
Reinforced Polymer Composite Columns. — Loading. — L. Bizindavyi, K. W. Neale, and M. Application of Fiber Reinforced Polymer Overlays
Yeol Choi and Robert L. Yuan; 7(4), 356-62 A. Erki; 7(2), 127-34 (2003). to Extend Steel Fatigue Life. — Sean C. Jones
(2003). Laminates and Scott A. Civjan; 7(4), 331-8 (2003).
Composite Reinforcement to Strengthen Existing
Physical Properties of Glass Fiber Reinforced Poly- Reinforcement
Concrete Structures against Air Blast. — Larry
mer Rebars in Compression. — D. H. Deitz, I. Performance of Axially Loaded Short Rectangular
C. Muszynski and Michael R. Purcell; 7(2), 93-7
E. Harik, and H. Gesund; 7(4), 363-6 (2003). Columns Strengthened with Carbon Fiber-
(2003).
Fiberglass Use of Composite Reinforcement to Strengthen Reinforced Polymer Wrapping. — Omar Chaal-
Durability of Glass Polymer Composites Subject to Concrete and Air-Entrained Concrete Masonry lal, Mohsen Shahawy, and Munzer Hassan; 7(3),
Stress Corrosion. — Amar Khennane and Robert Walls against Air Blast. — Larry C. Muszynski 200-8 (2003).
E. Melchers; 7(2), 109-17 (2003). and Michael R. Purcell; 7(2), 98-108 (2003). Durability Gap Analysis for Fiber-Reinforced Poly-
mer Composites in Civil Infrastructure. — V. M.
Fibers Behavior of Concrete Beams Strengthened with
Experimental and Analytical Behavior of Carbon Fiber-Reinforced Polymer Laminates under Im- Karbhari, J. W. Chin, D. Hunston, B.
Fiber-Based Rods as Flexural Reinforcement. — pact Loading. — Taiping Tang and Hamid Benmokrane, T. Juska, R. Morgan, J. J. Lesko,
Ganesh Thiagarajan; 7(1), 64-72 (2003). Saadatmanesh; 7(3), 209-18 (2003). U. Sorathia, and D. Reynaud; 7(3), 238-47
Lateral loads (2003).
Finite element method Cyclic Flexure Tests of Masonry Walls Reinforced Shear Analysis of Concrete with Brittle
Short Term Testing of Hybrid T Bearn Made of New with Glass Fiber Reinforced Polymer Sheets. — Reinforcement. — Tim Stratford and Chris
Prepreg Material. — J. Hulatt, L. Hollaway, and Marc D. Kuzik, Alaa E. Elwi, and J. J. Roger Burgoyne; 7(4), 323-30 (2003).
A. Thorne; 7(2), 135-44 (2003).
Cheng; 7(1), 20-30 (2003). Relaxation, mechanics
Flexural strength Masonry Long-Term Properties end Transfer Length of
Shear Strengthening of Interior Slab—Column Con- Use of Composite Reinforcement to Strengthen Fiber-Reinforced Polymers. — Patrick X. W.
nections Using Carbon Fiber-Reinforced Poly- Concrete and Air-Entrained Concrete Masonry Zou; 7(1), 10-9 (2003).
mer Sheets. — M. H. Harajli and K. A. Soudki; Walls against Air Blast. — Larry C. Muszynski Retrofitting
7(2), 145-53 (2003). and Michael R. Purcell; 7(2), 98-108 (2003). Composite Reinforcement to Strengthen Existing
Flexural Behavior and Deformability of Fiber Re- Material properties Concrete Structures against Air Blast. — Larry
inforced Polymer Prestressed Concrete Beams. Short Term Testing of Hybrid T Beam Made of New C. Muszynski and Michael R. Purcell; 7(2), 93-7
— Patrick X. W. Zou; 7(4), 275-84 (2003). Prepreg Material. — J. Hulatt, L. Hollaway, and (2003).
Girders A. Thorne; 7(2), 135-44 (2003). Use of Composite Reinforcement to Strengthen
Fatigue Response of New Graphite/Epoxy- Models Concrete and Air-Entrained Concrete Masonry
Concrete Girder. — B. M. Kavlicoglu, M. Saiidi, Bond between Carbon Fiber Reinforced Polymer Walls against Air Blast. — Larry C. Muszynski
and F. Gordaninejad; 7(1), 50-7 (2003). Bars and Concrete. II: Computational Modeling. and Michael R. Purcell; 7(2), 98-108 (2003).
— J. V. Cox and K. Bergeron Cochran; 7(2),
Repair of Damaged Steel-Concrete Composite Repair of Cracked Aluminum Overhead Sign
164-71 (2003).
Girders Using Carbon Fiber-Reinforced Poly- Structures with Glass Fiber Reinforced Polymer
mer Sheets. — M. Tavakkolizadeh and H. Panels Composites. — Chris P. Pantelides, Justin
Saadatmanesh; 7(4), 311-22 (2003). Durability Gap Analysis for Fiber-Reinforced Poly- Nadauld, and Larry Cercone; 7(2), 118-26
mer Composites in Civil Infrastructure. — V. M.
(2003).
Glass Karbhari, J. W. Chin, D. Hunston, B.
Retrofitting of Reinforced Concrete Beams with
Interaction between Static Fatigue and Zero-Stress Benmokrane, T. Juska, R. Morgan, J. J. Lesko,
CARDIFRC. — Farshid Jandaghi Alaee and
Aging in E-glass Fiber Composites. — Ever J. U. Sorathia, and D. Reynaud; 7(3), 238-47
Bhushan Lal Karihaloo; 7(3), 174-86 (2003).
Barbero and Thomas M. Damiani; 7(1), 3-9 (2003).
Fiber-Sizing-Based Enhancement of Materials Du-
(2003). Performance evaluation
rability for Seismic Retrofit. — James S. Zhang,
Glass fibers Performance Evaluation of Reinforced Concrete Vistasp M. Karbhari, Fred Isley, and John
Filament-Wound Glass Fiber Reinforced Polymer Bridge Columns Wrapped with Fiber Reinforced Neuner; 7(3), 194-9 (2003).
Bridge Deck Modules. — Brea Williams, Emile Polymers. — Ming-Hung Teng, Elisa D. Durability Gap Analysis for Fiber-Reinforced Poly-
Shehata, and Sami H. Rizkalla; 7(3), 266-73 Sotelino, and Wai-Fah Chen; 7(2), 83-92 (2003). mer Composites in Civil Infrastructure. — V. M.
(2003). Punching Karbhari, J. W. Chin, D. Hunston, B.
Reinforced Concrete T-Beams Strengthened in Shear Strengthening of Interior Slab—Column Con- Benmokrane, T. Juska, R. Morgan, J. J. Lesko,
Shear with Fiber Reinforced Polymer Sheets. — nections Using Carbon Fiber-Reinforced Poly- U. Sorathia, and D. Reynaud; 7(3), 238-47
mer Sheets. — M. H. Harajli and K. A. Soudki;
Christophe Deniaud and J. J. Roger Cheng; 7(4), (2003).
7(2), 145-53 (2003).
302-10 (2003). Investigation of Bond in Concrete Structures
Punching Shear Behavior of Fiber Reinforced
Time-Dependent Deformation of Pultruded Fiber Strengthened with Near Surface Mounted Car-
Polymers Reinforced Concrete Flat Slabs: Ex-
Reinforced Polymer Composite Columns. — bon Fiber Reinforced Polymer Strips. — Tarek
perimental Study. — Abdel Wahab EI-
Yeol Choi and Robert L. Yuan; 7(4), 356-62 Hassan and Sami Rizkalla; 7(3), 248-57 (2003).
Ghandour, Kypros Pilakoutas, and Peter
(2003). Waldron; 7(3), 258-65 (2003). Rigidity
Physical Properties of Glass Fiber Reinforced Poly- Rehabilitation Flexural and Shear Rigidity of Composite Sheet
mer Rebars in Compression. — D. H. Deitz, I. Repair of Cracked Aluminum Overhead Sign Piles. — Cynthia Giroux and Yixin Shao; 7(4),
E. Harik, and H. Gesund; 7(4), 363-6 (2003). Structures with Glass Fiber Reinforced Polymer 348-55 (2003).
Hybrid methods Composites. — Chris P. Pantelides, Justin Rods
Analytical Models for Concrete Confined with FRP Nadauld, and Larry Cercone; 7(2), 118-26 Experimental and Analytical Behavior of Carbon
Tubes. — Jurgen Becque, Anil K. Patnaik, and (2003). Fiber-Based Rods as Flexural Reinforcement. —
Sami H. Rizkalla; 7(1), 31-® (2003). Comparative Study of Models on Confinement of Ganesh Thiagarajan; 7(1), 64-72 (2003).
372 / JOURNAL OF COMPOSITES FOR CONSTRUCTION © ASCE / NOVEMBER 2003
Seismic stability Size Stress strain curves
Fiber-Sizing-Based Enhancement of Materials Du- Fiber-Sizing-Based Enhancement of Materials Du- Analytical Models for Concrete Confined with FRP
rability for Seismic Retrofit. — James S. Zhang, rability for Seismic Retrofit. — James S. Zhang, Tubes. — Jurgen Becque, Anil K. Patnaik, and
Vistasp M. Karbhari, Fred Isley, and John Vistasp M. Karbhari, Fred Isley, and John Sami H. Rizkalla; 7(1), 31-8 (2003).
Neuner; 7(3), 194-9 (2003).
Serviceability Neuner; 7(3), 194-9 (2003). Structural materials
Theoretical Study on Short-Term and Long-Term Slabs Physical Properties of Glass Fiber Reinforced Poly-
Deflections of Fiber Reinforced Polymer Pre- Shear Strengtheofn Iintnergio r Slab—Column Con- mer Rebars in Compression. — D. H. Deitz, |
stressed Concrete Beams. — Patrick X. W. Zou; nections Using Carbon Fiber-Reinforced Poly- E. Harik, and H. Gesund; 7(4), 363-6 (2003).
7(4), 285-91 (2003). mer Sheets. — M. H. Harajli and K. A. Soudki; Structural reinforcement
Shear 7(2), 145-53 (2003).
Bond between Carbon Fiber Reinforced Polymer
Shear Analysis of Concrete with Brittle Punching Shear Behavior of Fiber Reinforced
Bars and Concrete. I: Experimental Study. — L.
Reinforcement. — Tim Stratford and Chris Polymers Reinforced Concrete Flat Slabs: Ex-
J. Malvar, J. V. Cox, and K. Bergeron Cochran:
Burgoyne; 7(4), 323-30 (2003). perimental Study. — Abdel Wahab _ El-
Shear strength 7(2), 154-63 (2003).
Ghandour, Kypros Pilakoutas, and Peter
Punching Shear Behavior of Fiber Reinforced Flexural Behavior of R/C Beams Strengthened with
Waldron; 7(3), 258-65 (2003).
Polymers Reinforced Concrete Flat Slabs: Ex- Carbon Fiber Reinforced Polymer Sheets or
perimental Study. — Abdel Wahab _ El- Steel Fabric. — P. Alagusundaramoorthy, I. E. Harik,
Ghandour, Kypros Pilakoutas, and Peter Repair of Damaged Steel-Concrete Composite and C. C. Choo; 7(4), 292-301 (2003).
Waldron; 7(3), 258-65 (2003). Girders Using Carbon Fiber-Reinforced Poly- Corrosion of Steel Reinforcement in Carbon Fiber-
Reinforced Concrete T-Beams Strengthened in mer Sheets. — M. Tavakkolizadeh and H. Reinforced Polymer Wrapped Concrete
Shear with Fiber Reinforced Polymer Sheets. — Saadatmanesh; 7(4), 311-22 (2003). Cylinders. — Isaac A. Wootton, Lisa K. Spain-
Christophe Deniaud and J. J. Roger Cheng; 7(4), Application of Fiber Reinforced Polymer Overlays hour, and Nur Yazdani; 7(4), 339-47 (2003).
302-10 (2003). to Extend Steel Fatigue Life. — Sean C. Jones
Sheet piles Tendons
and Scott A. Civjan; 7(4), 331-8 (2003).
Flexural and Shear Rigidity of Composite Sheet Long-Term Properties and Transfer Length of
Corrosion of Steel Reinforcement in Carbon Fiber-
Piles. — Cynthia Giroux and Yixin Shao; 7(4), Fiber-Reinforced Polymers Patrick X. W.
Reinforced Polymer Wrapped Concrete
348-55 (2003). Zou; 7(1), 10-9 (2003).
Cylinders. — Isaac A. Wootton, Lisa K. Spain-
Sheets Long-Term Deflection and Cracking Behavior of
Cyclic Flexure Tests of Masonry Walls Reinforced hour, and Nur Yazdani; 7(4), 339-47 (2003). Concrete Beams Prestressed with Carbon Fiber-
with Glass Fiber Reinforced Polymer Sheets. — Steel fibers Reinforced Polymer Tendons. — Patrick X. W.
Marc D. Kuzik, Alaa E. Elwi, and J. J. Roger Retrofitting of Reinforced Concrete Beams with
Zou; 7(3), 187-93 (2003).
Cheng; 7(1), 20-30 (2003). CARDIFRC. — Farshid Jandaghi Alaee and
Flexural Behavior of R/C Beams Strengthened with Bhushan Lal Karihaloo; 7(3), 174-86 (2003). Tubes
Carbon Fiber Reinforced Polymer Sheets or Analytical Models for Concrete Confined with FRP
Steel plates
Fabric. — P. Alagusundaramoorthy, I. E. Harik, Tubes. — Jurgen Becque, Anil K. Patnaik, and
CFRP Composite Connector for Concrete
and C. C. Choo; 7(4), 292-301 (2003). Sami H. Rizkalla; 7(1), 31-8 (2003)
Reinforced Concrete T-Beams Strengthened in Members. — P. W. McMullin, C. P. Pantelides, Walls
Shear with Fiber Reinforced Polymer Sheets. — and L. D. Reaveley; 7(1), 73-82 (2003).
Cyclic Flexure Tests of Masonry “Valls Reinforced
Christophe Deniaud and J. J. Roger Cheng; 7(4), Stiffness
with Glass Fiber Reinforced Polymer Sheets. —
302-10 (2003). Theoretical Study on Short-Term and Long-Term
Mare D. Kuzik, Alaa E. Elwi, and J. J. Roger
Repair of Damaged Steel-Concrete Composite Deflections of Fiber Reinforced Polymer Pre-
Girders Using Carbon Fiber-Reinforced Poly- stressed Concrete Beams. — Patrick X. W. Zou; Cheng: 7(1), 20-30 (2003).
mer Sheets. — M. Tavakkolizadeh and H. 7(4), 285-91 (2003).
Saadatmanesh; 7(4), 311-22 (2003).
Strain
Sign supports
Repair of Cracked Aluminum Overhead Sign Performance of Axially Loaded Short Rectangular
Structures with Glass Fiber Reinforced Polymer Columns Strengthened with Carbon Fiber-
Composites. — Chris P. Pantelides, Justin Reinforced Polymer Wrapping. — Omar Chaal-
Nadauld, and Larry Cercone; 7(2), 118-26 lal, Mohsen Shahawy, and Munzer Hassan; 7(3),
(2003). 200-8 (2003).
JOURNAL OF COMPOSITES FOR CONSTRUCTION © ASCE / NOVEMBER 2003 / 373
2003 ANNUAL INDEX
Author Index
Alaee, Farshid Jandaghi Chaallal, Omar Deitz, D. H.
Retrofitting of Reinforced Concrete Beams with Performance of Axially Loaded Short Rectangular Physical Properties of Glass Fiber Reinforced Poly-
CARDIFRC. — Farshid Jandaghi Alaee and Columns Strengthened with Carbon Fiber- mer Rebars in Compression. — D. H. Deitz, I.
Bhushan Lal Karihaloo; 7(3), 174-86 (2003). Reinforced Polymer Wrapping. — Omar Chaal- E. Harik, and H. Gesund; 7(4), 363-6 (2003).
Alagusundaramoorthy, P. lal, Mohsen Shahawy, and Munzer Hassan; 7(3), De Lorenzis, Laura
Flexural Behavior of R/C Beams Strengthened with 200-8 (2003). Comparative Study of Models on Confinement of
Carbon Fiber Reinforced Polymer Sheets or Chen, Wai-Fah Concrete Cylinders with Fiber-Reinforced Poly-
Fabric. — P. Alagusundaramoorthy, I. E. Harik,
Performance Evaluation of Reinforced Concrete mer Composites. — Laura De Lorenzis and
and C. C. Choo; 7(4), 292-301 (2003).
Bridge Columns Wrapped with Fiber Reinforced Ralejs Tepfers; 7(3), 219-37 (2003).
Antonopoulos, Costas P. Polymers. — Ming-Hung Teng, Elisa D.
Deniaud, Christophe
Experimental Investigation of FRP-Strengthened Sotelino, and Wai-Fah Chen; 7(2), 83-92 (2003).
RC Beam-Column Joints. — Costas P. Anto- Reinforced Concrete T-Beams Strengthened in
nopoulos and Thanasis C. Triantafillou; 7(1), Cheng, J. J. Roger Shear with Fiber Reinforced Polymer Sheets. —
39-49 (2003). Cyclic Flexure Tests of Masonry Walls Reinforced Christophe Deniaud and J. J. Roger Cheng; 7(4),
with Glass Fiber Reinforced Polymer Sheets. — 302-10 (2003).
Bank, Lawrence C.
Marc D. Kuzik, Alaa E. Elwi, and J. J. Roger
Editor’s Note. — Lawrence C. Bank; 7(1), 1-2 El-Ghandour, Abdel Wahab
Cheng; 7(1), 20-30 (2003).
(2003). Punching Shear Behavior of Fiber Reinforced
Barbero, Ever J. Chin, J. W. Polymers Reinforced Concrete Flat Slabs: Ex-
Interaction between Static Fatigue and Zero-Stress Durability Gap Analysis for Fiber-Reinforced Poly- perimental Study. — Abdel Wahab _ El-
Aging in E-glass Fiber Composites. — Ever J. mer Composites in Civil Infrastructure. — V. M. Ghandour, Kypros Pilakoutas, and Peter
Barbero and Thomas M. Damiani; 7(1), 3-9 Karbhari, J. W. Chin, D. Hunston, B. Waldron; 7(3), 258-65 (2003).
(2003). Benmokrane, T. Juska, R. Morgan, J. J. Lesko,
Elwi, Alaa E.
U. Sorathia, and D. Reynaud; 7(3), 238-47
Becque, Jurgen Cyclic Flexure Tests of Masonry Walls Reinforced
(2003).
Analytical Models for Concrete Confined with FRP with Glass Fiber Reinforced Polymer Sheets. —
Tubes. — Jurgen Becque, Anil K. Patnaik, and Choi, Yeol Marc D. Kuzik, Alaa E. Elwi, and J. J. Roger
Sami H. Rizkalla; 7(1), 31-8 (2003). Time-Dependent Deformation of Pultruded Fiber Cheng; 7(1), 20-30 (2003).
Benmokrane, B. Reinforced Polymer Composite Columns. —
Durability Gap Analysis for Fiber-Reinforced Poly- Yeol Choi and Robert L. Yuan; 7(4), 356-62 Erki, M. A.
mer Composites in Civil Infrastructure. — V. M. (2003). Experimental Investigation of Bonded Fiber Rein-
forced Polymer-Concrete Joints under Cyclic
Karbhari, J. W. Chin, D. Hunston, B. Choo, C. C.
Loading. — L. Bizindavyi, K. W. Neale, and M.
Benmokrane, T. Juska, R. Morgan, J. J. Lesko, Flexural Behavior of R/C Beams Strengthened with
A. Erki; 7(2), 127-34 (2003).
U. Sorathia, and D. Reynaud; 7(3), 238-47 Carbon Fiber Reinforced Polymer Sheets or
(2003). Fabric. — P. Alagusundaramoorthy, I. E. Harik, Gesund, H.
Beran, J. A. and C. C. Choo; 7(4), 292-301 (2003). Physical Properties of Glass Fiber Reinforced Poly-
Environmental Effects on the Short-Term Bond of mer Rebars in Compression. — D. H. Deitz, I.
Civjan, Scott A.
Carbon Fiber-Reinforced Polymer (CFRP) E. Harik, and H. Gesund; 7(4), 363-6 (2003).
Application of Fiber Reinforced Polymer Overlays
Composites. — L. J. Malvar, N. R. Joshi, J. A. to Extend Steel Fatigue Life. — Sean C. Jones Giroux, Cynthia
Beran, and T. Novinson; 7(1), 58-63 (2003). and Scott A. Civjan; 7(4), 331-8 (2003). Flexural and Shear Rigidity of Composite Sheet
Bergeron Cochran, K. Piles. — Cynthia Giroux and Yixin Shao; 7(4),
Cochran, K. Bergeron
Bond between Carbon Fiber Reinforced Polymer 348-55 (2003).
Bond between Carbon Fiber Reinforced Polymer
Bars and Concrete. II: Computational Modeling.
— J. V. Cox and K. Bergeron Cochran; 7(2), Bars and Concrete. I: Experimental Study. — L. Gordaninejad, F.
164-71 (2003). J. Malvar, J. V. Cox, and K. Bergeron Cochran; Fatigue Response of New Graphite/Epoxy-
7(2), 154-63 (2003). Concrete Girder. — B. M. Kavlicoglu, M. Saiidi,
Bizindavyi, L. and F. Gordaninejad; 7(1), 50-7 (2003).
Experimental Investigation of Bonded Fiber Rein- Cox, J. V.
forced Polymer-Concrete Joints under Cyclic Bond between Carbon Fiber Reinforced Polymer Harajli, M. H.
Loading. — L. Bizindavyi, K. W. Neale, and M. Bars and Concrete. I: Experimental Study. — L. Shear Strengthening of Interior Slab—Column Con-
A. Erki; 7(2), 127-34 (2003). J. Malvar, J. V. Cox, and K. Bergeron Cochran; nections Using Carbon Fiber-Reinforced Poly-
Burgoyne, Chris 7(2), 154-63 (2003). mer Sheets. — M. H. Harajli and K. A. Soudki;
Shear Analysis of Concrete with Brittle Bond between Carbon Fiber Reinforced Polymer 7(2), 145-53 (2003).
Reinforcement. — Tim Stratford and Chris Bars and Concrete. II: Computational Modeling. Harik, I. E.
Burgoyne; 7(4), 323-30 (2003). — J. V. Cox and K. Bergeron Cochran; 7(2), Flexurai Behavior of R/C Beams Strengthened with
Cercone, Larry 164-71 (2003). Carbon Fiber Reinforced Polymer Sheets or
Repair of Cracked Aluminum Overhead Sign Damiani, Thomas M. Fabric. — P. Alagusundaramoorthy, I. E. Harik,
Structures with Glass Fiber Reinforced Polymer Interaction between Static Fatigue and Zero-Stress and C. C. Choo; 7(4), 292-301 (2003).
Composites. — Chris P. Pantelides, Justin Aging in E-glass Fiber Composites. — Ever J. Physical Properties of Glass Fiber Reinforced Poly-
Nadauld, and Larry Cercone; 7(2), 118-26 Barbero and Thomas M. Damiani; 7(1), 3-9 mer Rebars in Compression. — D. H. Deitz, I.
(2003). (2003). E. Harik, and H. Gesund; 7(4), 363-6 (2003).
374 / JOURNAL OF COMPOSITES FOR CONSTRUCTION © ASCE / NOVEMBER 2003
Hassan, Munzer Khennane, Amar Novinson, T.
Performance of Axially Loaded Short Rectangular Durability of Glass Polymer Composites Subject to Environmental Effects on the Short-Term Bond of
Columns Strengthened with Carbon Fiber- Stress Corrosion. — Amar Khennane and Robert Carbon Fiber-Reinforced Polymer (CFRP)
Reinforced Polymer Wrapping. — Omar Chaal- E. Melchers; 7(2), 109-17 (2003). Composites. — L. J. Malvar, N. R. Joshi, J. A.
lal, Mohsen Shahawy, and Munzer Hassan; 7(3), Beran, and T. Novinson; 7(1), 58-63 (2003)
Kuzik, Marc D.
200-8 (2003).
Cyclic Flexure Tests of Masonry Walls Reinforced Pantelides, C. P.
Hassan, Tarek with Glass Fiber Reinforced Polymer Sheets. — CFRP Composite Connector for Concrete
Investigation of Bond in Concrete Structures Marc D. Kuzik, Alaa E. Elwi, and J. J. Roger Members. — P. W. McMullin, C. P. Pantelides,
Strengthened with Near Surface Mounted Car- Cheng; 7(1), 20-30 (2003). and L. D. Reaveley; 7(1), 73-82 (2003).
bon Fiber Reinforced Polymer Strips. — Tarek Pantelides, Chris P.
Hassan and Sami Rizkalla; 7(3), 248-57 (2003). Lesko, J. J. Repair of Cracked Aluminum Overhead Sign
Durability Gap Analysis for Fiber-Reinforced Poly-
Hollaway, L. Structures with Glass Fiber Reinforced Polymer
mer Composites in Civil Infrastructure. — V. M.
Short Term Testing of Hybrid T Beam Made of New Composites. — Chris P. Pantelides, Justin
Karbhari, J. W. Chin, D. Hunston, B.
Prepreg Material. — J. Hulatt, L. Hollaway, and Nadauld, and Larry Cercone; 7(2), 118-26
A. Thorne; 7(2), 135-44 (2003). Benmokrane, T. Juska, R. Morgan, J. J. Lesko, (2003).
U. Sorathia, and D. Reynaud; 7(3), 238-47
Hulatt, J. Patnaik, Anil K.
(2003).
Short Term Testing of Hybrid T Beam Made of New Analytical Models for Concrete Confined with FRP
Prepreg Material. — J. Hulatt, L. Hollaway, and Malvar, L. J. Tubes. — Jurgen Becque, Anil K. Patnaik, and
A. Thorne; 7(2), 135-44 (2003). Environmental Effects on the Short-Term Bond of Sami H. Rizkalla; 7(1), 31-8 (2003)
Hunston, D. Carbon Fiber-Reinforced Polymer (CFRP) Pilakoutas, Kypros
Durability Gap Analysis for Fiber-Reinforced Poly- Composites. — L. J. Malvar, N. R. Joshi, J. A. Punching Shear Behavior of Fiber Reinforced
mer Composites in Civil Infrastructure. — V. M. Beran, and T. Novinson; 7(1), 58-63 (2003). Polymers Reinforced Concrete Flat Slabs: Ex-
Karbhari, J. W. Chin, D. Hunston, B. Bond between Carbon Fiber Reinforced Polymer perimental Study. — Abdel Wahab El-
Benmokrane, T. Juska, R. Morgan, J. J. Lesko, Bars and Concrete. I: Experimental Study. — L. Ghandour, Kypros Pilakoutas, and Peter
U. Sorathia, and D. Reynaud; 7(3), 238-47 J. Malvar, J. V. Cox, and K. Bergeron Cochran; Waldron; 7(3), 258-65 (2003)
(2003). 7(2), 154-63 (2003). Purcell, Michael R.
Isley, Fred McMullin, P. W. Composite Reinforcement to Strengthen Existing
Fiber-Sizing-Based Enhancement of Materials Du- CFRP Composite Connector for Concrete Concrete Structures against Air Blast. — Larry
rability for Seismic Retrofit. — James S. Zhang, Members. — P. W. McMullin, C. P. Pantelides, C. Muszynski and Michael R. Purcell; 7(2), 93-7
Vistasp M. Karbhari, Fred Isley, and John and L. D. Reaveley; 7(1), 73-82 (2003). (2003).
Neuner; 7(3), 194-9 (2003). Use of Composite Reinforcement to Strengthen
Melchers, Robert E.
Concrete and Air-Entrained Concrete Masonry
Jones, Sean C. Durability of Glass Polymer Composites Subject to Walls against Air Blast. — Larry C. Muszynski
Application of Fiber Reinforced Polymer Overlays Stress Corrosion. — Amar Khennane and Robert and Michael R. Purcell; 7(2), 98-108 (2003).
to Extend Steel Fatigue Life. — Sean C. Jones E. Melchers; 7(2), 109-17 (2003).
Reaveley, L. D.
and Scott A. Civjan; 7(4), 331-8 (2003).
Morgan, R. CFRP Composite Connector for Concrete
Joshi, N. R. Durability Gap Analysis for Fiber-Reinforced Poly- Members. — P. W. McMullin, C. P. Pantelides,
Environmental Effects on the Short-Term Bond of mer Composites in Civil Infrastructure. — V. M. and L. D. Reaveley: 7(1), 73-82 (2003).
Carbon Fiber-Reinforced Polymer (CFRP) Karbhari, J. W. Chin, D. Hunston, B. Reynaud, D.
Composites. — L. J. Malvar, N. R. Joshi, J. A.
Benmokrane, T. Juska, R. Morgan, J. J. Lesko, Durability Gap Analysis for Fiber-Reinforced Poly-
Beran, and T. Novinson; 7(1), 58-63 (2003).
U. Sorathia, and D. Reynaud; 7(3), 238-47 mer Composites in Civil Infrastructure. — V. M.
Juska, T. (2003). Karbhari, J. W. Chin, D. Hunston, B.
Durability Gap Analysis for Fiber-Reinforced Poly- Muszynski, Larry C. Benmokrane, T. Juska, R. Morgan, J. J. Lesko,
mer Composites in Civil Infrastructure. — V. M. Composite Reinforcement to Strengthen Existing U. Sorathia, and D. Reynaud; 7(3), 238-47
Karbhari, J. W. Chin, D. Hunston, B. Concrete Structures against Air Blast. — Larry (2003).
Benmokrane, T. Juska, R. Morgan, J. J. Lesko,
C. Muszynski and Michael R. Purcell; 7(2), 93-7 Rizkalla, Sami
U. Sorathia, and D. Reynaud; 7(3), 238-47
(2003). Investigation of Bond in Concrete Structures
(2003).
Use of Composite Reinforcement to Strengthen Strengthened with Near Surface Mounted Car-
Karbhari, V. M. Concrete and Air-Entrained Concrete Masonry bon Fiber Reinforced Polymer Strips. — Tarek
Durability Gap Analysis for Fiber-Reinforced Poly- Walls against Air Blast. — Larry C. Muszynski Hassan and Sami Rizkalla; 7(3), 248-57 (2003).
mer Composites in Civil Infrastructure. — V. M
and Michael R. Purcell; 7(2), 98-108 (2003). Rizkalla, Sami H.
Karbhari, J. W. Chin, D. Hunston, B.
Analytical Models for Concrete Confined with FRP
Benmokrane, T. Juska, R. Morgan, J. J. Lesko, Nadauld, Justin
Tubes. — Jurgen Becque, Anil K. Patnaik, and
U. Sorathia, and D. Reynaud; 7(3), 238-47 Repair of Cracked Aluminum Overhead Sign
Sami H. Rizkalla; 7(1), 31-8 (2003).
(2003). Structures with Glass Fiber Reinforced Polymer
Filament-Wound Glass Fiber Reinforced Polymer
Composites. — Chris P. Pantelides, Justin
Karbhari, Vistasp M. Bridge Deck Modules. — Brea Williams, Emile
Nadauld, and Larry Cercone; 7(2), 118-26
Fiber-Sizing-Based Enhancement of Materials Du- Shehata, and Sami H. Rizkalla; 7(3), 266-73
(2003).
rability for Seismic Retrofit. — James S. Zhang, (2003).
Vistasp M. Karbhari, Fred Isley, and John Neale, K. W. Roger Cheng, J. J.
Neuner; 7(3), 194-9 (2003). Experimental Investigation of Bonded Fiber Rein- Reinforced Concrete T-Beams Strengthened in
Karihaloo, Bhushan Lal forced Polymer-Concrete Joints under Cyclic Shear with Fiber Reinforced Polymer Sheets. —
Retrofitting of Reinforced Concrete Beams with Loading. — L. Bizindavyi, K. W. Neale, and M. Christophe Deniaud and J. j. Roger Cheng; 7(4),
CARDIFRC. — Farshid Jandaghi Alaee and A. Erki; 7(2), 127-34 (2003). 302-10 (2003).
Bhushan Lal Karihaloo; 7(3), 174-86 (2003). Neuner, John Saadatmanesh, H.
Kavlicoglu, B. M. Fiber-Sizing-Based Enhancement of Materials Du- Repair of Damaged Steel-Concrete Composite
Fatigue Response of New Graphite/Epoxy- rability for Seismic Retrofit. — James S. Zhang, Girders Using Carbon Fiber-Reinforced Poly-
Concrete Girder. — B. M. Kavlicoglu, M. Saiidi, Vistasp M. Karbhari, Fred Isley, and John mer Sheets. — M. Tavakkolizadeh and H.
and F. Gordaninejad; 7(1), 50-7 (2003). Neuner; 7(3), 194-9 (2003). Saadatmanesh; 7(4), 311-22 (2003).
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Saadatmanesh, Hamid Stratford, Tim Williams, Brea
Behavior of Concrete Beams Strengthened with Shear Analysis of Concrete with Brittle Filament-Wound Glass Fiber Reinforced Polymer
Fiber-Reinforced Polymer Laminates under Im- Reinforcement. — Tim Stratford and Chris Bridge Deck Modules. — Brea Williams, Emile
pact Loading. — Taiping Tang and Hamid Burgoyne; 7(4), 323-30 (2003). Shehata, and Sami H. Rizkalla; 7(3), 266-73
Saadatmanesh; 7(3), 209-18 (2003).
Tang, Taiping (2003).
Saiidi, M.
Behavior of Concrete Beams Strengthened with Wootton, Isaac A.
Fatigue Response of New Graphite/Epoxy-
Concrete Girder. — B. M. Kavlicoglu, M. Saiidi, Fiber-Reinforced Polymer Laminates under Im- Corrosion of Steel Reinforcement in Carbon Fiber-
pact Loading. — Taiping Tang and Hamid
and F. Gordaninejad; 7(1), 50-7 (2003). Reinforced Polymer Wrapped Concrete
Saadatmanesh; 7(3), 209-18 (2003).
Shahawy, Mohsen Cylinders. — Isaac A. Wootton, Lisa K. Spain-
Performance of Axially Loaded Short Rectangular Tavakkolizadeh, M. hour, and Nur Yazdani; 7(4), 339-47 (2003).
Columns Strengthened with Carbon Fiber- Repair of Damaged Steel-Concrete Composite
Yazdani, Nur
Reinforced Polymer Wrapping. — Omar Chaal- Girders Using Carbon Fiber-Reinforced Poly-
Corrosion of Steel Reinforcement in Carbon Fiber-
lal, Mohsen Shahawy, and Munzer Hassan; 7(3), mer Sheets. — M. Tavakkolizadeh and H.
200-8 (2003). Saadatmanesh; 7(4), 311-22 (2003). Reinforced Polymer Wrapped Concrete
Cylinders. — Isaac A. Wootton, Lisa K. Spain-
Shao, Yixin Teng, Ming-Hung
hour, and Nur Yazdani; 7(4), 339-47 (2003).
Flexural and Shear Rigidity of Composite Sheet Performance Evaluation of Reinforced Concrete
Piles. — Cynthia Giroux and Yixin Shao; 7(4), Bridge Columns Wrapped with Fiber Reinforced Yuan, Robert L.
348-55 (2003). Polymers. — Ming-Hung Teng, Elisa D. Time-Dependent Deformation of Pultruded Fiber
Shehata, Emile Sotelino, and Wai-Fah Chen; 7(2), 83-92 (2003). Reinforced Polymer Composite Columns. —
Filament-Wound Glass Fiber Reinforced Polymer Yeol Choi and Robert L. Yuan; 7(4), 356-62
Tepfers, Ralejs
Bridge Deck Modules. — Brea Williams, Emile Comparative Study of Models on Confinement of (2003).
Shehata, and Sami H. Rizkalla; 7(3), 266-73
(2003). Concrete Cylinders with Fiber-Reinforced Poly- Zhang, James S.
Sorathia, U. mer Composites. — Laura De Lorenzis and Fiber-Sizing-Based Enhancement of Materials Du-
Ralejs Tepfers; 7(3), 219-37 (2003).
Durability Gap Analysis for Fiber-Reinforced Poly- rability for Seismic Retrofit. — James S. Zhang,
mer Composites in Civil Infrastructure. — V. M. Thiagarajan, Ganesh Vistasp M. Karbhari, Fred Isley, and John
Karbhari, J. W. Chin, D. Hunston, B. Experimental and Analytical Behavior of Carbon Neuner; 7(3), 194-9 (2003).
Benmokrane, T. Juska, R. Morgan, J. J. Lesko, Fiber-Based Rods as Flexural Reinforcement. —
Zou, Patrick X. W.
U. Sorathia, and D. Reynaud; 7(3), 238-47 Ganesh Thiagarajan; 7(1), 64-72 (2003).
Long-Term Properties and Transfer Length of
(2003).
Thorne, A. Fiber-Reinforced Polymers. — Patrick X. W.
Sotelino, Elisa D. Short Term Testing of Hybrid T Beam Made of New
Zou; 7(1), 10-9 (2003).
Performance Evaluation of Reinforced Concrete Prepreg Material. — J. Hulatt, L. Hollaway, and
Bridge Columns Wrapped with Fiber Reinforced A. Thorne; 7(2), 135-44 (2003). Long-Term Deflection and Cracking Behavior of
Polymers. — Ming-Hung Teng, Elisa D. Concrete Beams Prestressed with Carbon Fiber-
Sotelino, and Wai-Fah Chen; 7(2), 83-92 (2003). Triantafillou, Thanasis C. Reinforced Polymer Tendons. — Patrick X. W.
Soudki, K. A. Experimental Investigation of FRP-Strengthened Zou; 7(3), 187-93 (2003).
Shear Strengthening of Interior Slab—Column Con- RC Beam-Column Joints. — Costas P. Anto- Flexural Behavior and Deformability of Fiber Re-
nopoulos and Thanasis C. Triantafillou; 7(1),
nections Using Carbon Fiber-Reinforced Poly- inforced Polymer Prestressed Concrete Beams.
39-49 (2003).
mer Sheets. — M. H. Harajli and K. A. Soudki; — Patrick X. W. Zou; 7(4), 275-84 (2003).
7(2), 145-53 (2003). Waldron, Peter Theoretical Study on Short-Term and Long-Term
Spainhour, Lisa K. Punching Shear Behavior of Fiber Reinforced Deflections of Fiber Reinforced Polymer Pre-
Corrosion of Steel Reinforcement in Carbon Fiber- Polymers Reinforced Concrete Flat Slabs: Ex- stressed Concrete Beams. — Patrick X. W. Zou;
Reinforced Polymer Wrapped Concrete perimental Study. — Abdel Wahab ElI- 7(4), 285-91 (2003).
Cylinders. — Isaac A. Wootton, Lisa K. Spain- Ghandour, Kypros Pilakoutas, and Peter
hour, and Nur Yazdani; 7(4), 339-47 (2003). Waldron; 7(3), 258-65 (2003).
376 / JOURNAL OF COMPOSITES FOR CONSTRUCTION © ASCE / NOVEMBER 2003