Sami Rizkalla

Long-term behavior of precast, prestressed concrete sandwich panels reinforced with carbon-fiber-reinforced polymer shear grid

PCI JOURNAL.

Durability of CFRP strands used for prestressing of concrete structural members

CONSTRUCTION AND BUILDING MATERIALS, 228.

CFRP shear strengthening system for steel bridge girders

ENGINEERING STRUCTURES, 175, 415–424.

Effects of Basalt Fibres on Mechanical Properties of Concrete

MATEC Web of Conferences, 149, 01028.

Effects of Basalt Fibres on Mechanical Properties of Concrete

MATEC Web of Conferences, 149, 01028.

Shear strengthening of steel plates using small-diameter CFRP strands

Composite Structures, 184, 78–91.

New generation of precast concrete double tees reinforced with carbon-fiber-reinforced polymer grid response

PCI Journal, 90–91.

Behavior of Free and Connected Double-Tee Flanges Reinforced with carbon-fiber-reinforced polymer

PCI Journal.

Do mechanical and environmental loading have a synergistic effect on the degradation of pultruded glass fiber reinforced polymers?

Composites. Part B, Engineering, 106, 344–355.

Improved Mode I fracture resistance of CFRP composites by reinforcing epoxy matrix with recycled short milled carbon fibre

Construction & Building Materials, 111, 399–407.

Improving the Durability and Coastal Bridges with CFRP Prestressed Cored Slabs

ACI Special Publications.

New generation of precast concrete double tees reinforced by carbon-fiber-reinforced polymer grid response

PCI Journal, 87–89.

Strengthening of steel plates subjected to uniaxial compression using small-diameter CFRP strands

Construction & Building Materials, 111, 223–236.

Use of carbon-fiber-reinforced polymer grid for precast concrete piles

PCI Journal.

Durability and long term behavior of FRP/foam shear transfer mechanism for concrete sandwich panels

Construction & Building Materials, 98, 722–734.

Experimental and numerical investigation of the FRP shear mechanism for concrete sandwich panels

Journal of Composites for Construction, 19(5).

New generation of precast concrete double tees reinforced with carbon-fiber reinforced polymer grid

PCI Journal, 60(4), 37–48.

New small-diameter CFRP material for flexural strengthening of steel bridge girders

Construction & Building Materials, 95, 748–756.

Physico-Chemical Characterization of Novel Epoxy Matrix System Reinforced with Recycled Short Milled Carbon Fibre

Journal of Minerals and Materials Characterization and Engineering, 03(05), 373–389.

Use of basalt fibers for concrete structures

Construction and Building Materials, 96, 37–46.

Design of FRP-Strengthened Infill Masonry Walls Subjected to Out-of-Plane Loading

Journal of Composites for Construction, 18(3).

Effect of dynamic loading and environmental conditions on the bond between CFRP and steel: state-of-the-art review

[Review of ]. Journal of Composites for Construction, 18(3).

Quantitative analysis of curing mechanisms of epoxy resin by mid- and near-fourier transform infra red spectroscopy

Defence Science Journal, 64(3), 314–321.

The Effect of Elevated Temperature on the Bond Between High Modulus Carbon Fibre-Reinforced Polymer Sheet and Steel

Australian Journal of Structural Engineering, 15(4), 355–366.

Anchorage Systems for FRP Strengthening of Infill Masionry Structures

International Journal of Sustainable Materials and Structural Systems, 1(2), 142–160.

Effects of production practices on camber of prestressed concrete bridge girders Response

PCI Journal, 143–144.

Innovative Use of FRP for Sustainable Precast Structures

Precast Concrete Façade Tectonics Journal, (8), 55–63.

Precast Concrete Wall Panels

Journal of the Concrete Plant International Journal.

Structural Composites Thermally Efficient Precast Concrete

Concrete Plant International, CPI, 2(1), 1–10.

Torsion Simplified: A Failure Plan Model for Design of Spandrel Beams

ACI Structural Journal, 110(5).

Bond characteristics and shear behavior of concrete beams reinforced with high-strength steel reinforcement

Advances in Structural Engineering, 15(2), 303–318.

Development length of unconfined conventional and high-strength steel reinforcing bars

ACI Structural Journal, 109(5), 655–664.

Development of a rational design methodology for precast concrete slender spandrel beams

PCI Journal, 182–186.

Effect of temperature on daily modal variability of a steel-concrete composite bridge

Journal of Bridge Engineering (ASCE), 17(6), 979–983.

Identifying damage locations under ambient vibrations utilizing vector autoregressive models and Mahalanobis distances

Mechanical Systems and Signal Processing, 26, 254–267.

Innovative Use of FRP for the Precast Industry

Advances in Structural Engineering Journal, 15(4), 565–574.

Behavior of Concrete Piles Confined with CFRP

ACI Special Publication, (275), 275–311.

Behavior of Insulated Precast, Prestressed Concrete Sandwich Wall Panels Reinforced with CFRP Grid

PCI Journal, 56(2), 88–111.

Bond and shear behavior of concrete beams containing lightweight synthetic particles

ACI Structural Journal, 108(6), 698–705.

Development of a rational design methodology for precast concrete slender spandrel beams: Part 1, experimental results

PCI Journal, 56(2), 88–112.

Development of a rational design methodology for precast concrete slender spandrel beams: Part 2, analysis and design guidelines

PCI Journal, 106–133.

Effectiveness of Surface-Applied Corrosion Inhibitors for Concrete Bridges

Journal of Materials in Civil Engineering, 23(3), 271–280.

Fundamental mechanisms of bonding of glass fiber reinforced polymer reinforcement to concrete

Construction & Building Materials, 25(6), 2813–2821.

Grancrete as Adhesive for FRP Flexural Strengthening System for Concrete Structures

ACI Special Publication.

Splice strength of large diameter, high strength steel reinforcing bars

Construction and Building Materials.

Strengthening of infill masonry walls with FRP materials

Journal of Composites for Construction, 15(2), 206–214.

Analysis and design guidelines of precast, prestressed concrete, composite load-bearing sandwich wall panels reinforced with CFRP grid

PCI Journal, 55(2), 147–162.

Closure to "Flexural strengthening of steel bridges with high modulus CFRP Strips" by David Schnerch and Sami Rizkalla

Journal of Bridge Engineering (ASCE), 15(1), 118–118.

Creep and shrinkage behavior of high-strength concrete and minimum reinforcement ratio for bridge columns

PCI Journal, 55(3), 138–154.

Discussion on Elastic Modulus, Shrinkage and Creep of High-Strength Concrete as adopted by AASHTO

PCI Journal, 55(2), 11–14.

Environmental durability of a CFRP system for strengthening steel structures

Construction & Building Materials, 24(9), 1682–1689.

Global and local fiber optic sensors for health monitoring of civil engineering infrastructure retrofit with FRP materials

Structural Health Monitoring, 9(4), 309–322.

Static and fatigue bending behavior of pultruded GFRP sandwich panels with through-thickness fiber insertions

Composites. Part B, Engineering, 41(5), 363–374.

Time-series models for identifying damage location in structural members subjected to ambient vibrations

Health monitoring of structural and biological systems 2010, pts 1 and 2, 7650.

Two-way bending behavior of 3-D GFRP sandwich panels with through-thickness fiber insertions

Composite Structures, 92(4), 950–963.

behavior of concrete beams reinforced with ASTM A1035 grade 100 stirrups under shear

ACI Structural Journal, 108(1), 34–41.

Behavior of high-performance steel as shear reinforcement for concrete beams

ACI Structural Journal, 106(2), 171–177.

Behavior of steel monopoles strengthened with high-modulus CFRP materials

Thin-Walled Structures, 47(10), 1037–1047.

Bond characteristics of ASTM A1035 steel reinforcing bars

ACI Structural Journal, 106(4), 530–539.

Effective splices for a carbon fiber-reinforced polymer strengthening system for steel bridges and structures

Transportation Research Record, (2131), 125–133.

FRP Shear Transfer Mechanism for Precast, Prestressed Concrete Sandwich Load Bearing Panels

ACI Special Publication, 265, 603–626.

Flexural Design of Concrete Beams Reinforced with High Strength Steel Reinforcing Bars

ACI Structural Journal, 106(4), 551–552.

Proposal for concrete compressive strength up to 18 ksi (124 Mpa) for bridge design

Transportation Research Record, (2131), 59–67.

Short-term mechanical properties of high-strength concrete

ACI Materials Journal, 106(5), 413–418.

Strengthening of prestressed concrete girders with composites: Installation, design and inspection

Construction & Building Materials, 23(4), 1495–1507.

Behavior and design of high-strength prestressed concrete girders

PCI Journal, 53(5), 54–69.

Behavior of concrete bridge decks reinforced with high-performance steel

ACI Structural Journal, 105(1), 78–86.

Characteristics of compressive stress distribution in high-strength concrete

ACI Structural Journal, 105(5), 626–633.

Development of a carbon fiber reinforced polymer system for strengthening steel structures

Composites Part A: Applied Science and Manufacturing, 39(2), 388–397.

Experimental Study of Intermediate Crack Debonding in Fiber-Reinforced Polymer Strengthened Beams

ACI Structural Journal, 105(1), 41–50.

Flexural strength design of concrete beams reinforced with high-strength steel bars

ACI Structural Journal, 105(5), 570–577.

Flexural strengthening of steel bridges with high modulus CFRP strips

Journal of Bridge Engineering (ASCE), 13(2), 192–201.

Material characteristics of 3-D FRP sandwich panels

Construction & Building Materials, 22(6), 1009–1018.

Modeling of IC debonding of FRP-strengthened concrete flexural members

Journal of Composites for Construction, 12(2), 168–179.

Properties of adhesives and CPVC materials proposed for steel tank lining

International Journal of Adhesion and Adhesives, 28(1-2), 77–90.

Shear behavior of large concrete beams reinforced with high-strength steel

ACI Structural Journal, 105(2), 173–179.

Behavior of Three-Dimensionally Woven Glass Fiber Reinforced Polymeric Bridge Deck

Composites Research Journal, 1(2), 27–42.

CFRP Materials for Reinforced Concrete Structures

PCI Journal, 52(5), 27–29.

Durability of Concrete Beams Prestressed with CFRP Tendons

ACI Special Publication, Case Histories and Use of FRP for Prestressing Applications, S245, 1–20.

Fatigue and overloading Behavior of steel-concrete composite flexural members strengthened with high modulus CFRP materials

Journal of Composites for Construction, 11(6), 659–669.

Flexural Design of High Strength Concrete Members

ACI Structural Journal, 104(4).

Flexural behavior of aged prestressed concrete girders strengthened with various FRP systems

Construction and Building Materials, 21(4), 764–776.

Galvanic corrosion rare with proper detailing

Laboratory simulation of impact loading on laminated glass for ice hockey arenas

Experimental Techniques, 31(5), 46–52.

Modeling of L-shaped, precast, prestressed concrete spandrels

PCI Journal, 52(2), 78–92.

Precast Concrete, L-Shaped Spandrels Revisited: Full-Scale Tests

PCI Journal, 52(2), 62–76.

Proposed design guidelines for strengthening of steel bridges with FRP materials

Construction & Building Materials, 21(5), 1001–1010.

Stirrups for torsion resistance prompt questions - Authors' response

Strengthening of circular hollow steel tubular sections using high modulus CFRP sheets

Construction & Building Materials, 21(4), 839–845.

Behavior of prestressed concrete strengthened with various CFRP systems subjected to fatigue loading

Journal of Composites for Construction, 10(6), 492–502.

Bond behavior of CFRP strengthened steel structures

Advances in Structural Engineering, 9(6), 805–817.

Bond characteristics of high-strength steel reinforcement

ACI Structural Journal, 103(6), 771–782.

Fundamental Characteristics of New High Modulus CFRP Materials for Strengthening Steel Bridges and Structures

In M. Pandey, W. C. Xie, & L. Xu (Eds.), Advances in Engineering Structures, Mechanics & Construction (pp. 215–226).

Repair of damaged aluminum truss joints of highway overhead sign structures using FRP

Construction & Building Materials, 20(10), 948–956.

Structural performance of laminated and unlaminated tempered glass under monotonic transverse loading

Construction & Building Materials, 20(9), 761–768.

Bond Characteristics between CFRP and steel plates in double strap joints

Advanced Steel Construction, 1(2), 17–27.

Modelling of Reinforced Concrete Flexural Members Strengthened with Near-Surface Mounted FRP Reinforcement

ACI Special Publication, 230, 1681–1700.

Rectangular filament-wound glass fiber reinforced polymer tubes filled with concrete under flexural and axial loading: Analytical modeling

Journal of Composites for Construction, 9(1), 34–43.

Rectangular filament-wound glass fiber reinforced polymer tubes filled with concrete under flexural and axial loading: Experimental investigation

Journal of Composites for Construction, 9(1), 25–33.

Bond mechanism of near-surface-mounted fiber-reinforced polymer bars for flexural strengthening of concrete structures

ACI Structural Journal, 101(6), 830–839.

Concrete-filled steel tubes subjected to axial compression and lateral cyclic loads

Journal of Structural Engineering (New York, N.Y.), 130(4), 631–640.

Near-surface-mounted fiber-reinforced polymer reinforcements for flexural strengthening of concrete structures

ACI Structural Journal, 101(5), 717–726.

Strengthening steel structures and bridges with high-modulus carbon fiber-reinforced polymers: Resin selection and scaled monopole behavior

In Design of structures, 2004 (pp. 237–245).

Analytical models for concrete confined with FRP tubes

Journal of Composites for Construction, 7(1), 31–38.

Design of FRP Reinforced Concrete for Serviceability

ACI Special Publications, 210, 149–173.

Design recommendations for the use of FRP for reinforcement and strengthening of concrete structures

Progress in Structural Engineering and Materials, 5(1), 16–28.

Experimental and analytical modeling of concrete-filled fiber- reinforced polymer tubes subjected to combined bending and axial loads

ACI Structural Journal, 100(4), 499–509.

FRP Retrofit of the Ring-Beam of a Nuclear Reactor Containment Structure

ACI Special Publications, SP-215, 303–316.

FRP for Prestressing of Concrete Bridges in Canada

ACI Special Publications, 215, 75–90.

Field Applications of Concrete-Filled FRP Tubes for Marine Piles

ACI Special Publications, SP-215, 161–180.

Filament-wound glass fiber reinforced polymer bridge deck modules

Journal of Composites for Construction, 7(3), 266–273.

Investigation of bond in concrete structures strengthened with near surface mounted carbon fiber reinforced polymer strips

Journal of Composites for Construction, 7(3), 248–257.

Large scale testing and analysis of hybrid concrete/composite tubes for circular beam-column applications

Construction and Building Materials, 17(6-7), 507–516.

Precast Piles for Route 40 Bridge in Virginia using Concrete-filled FRP Tubes

PCI Journal, 48(3), 32–45.

Use of ACM in Rehabilitation Projects in Egypt

ACI Special Publications, 215, 361–372.

Use of Externally Bonded FRP Systems for Rehabilitation of Bridges in Western Canada

ACI Special Publications, SP–215, 239–248.

Confinement Model for Axially Loaded Concrete Confined by Circular Fiber-Reinforced Polymer Tubes: Discussion and Closure

ACI Structural Journal, 99(3), 386–390.

Effectiveness of FRP for Strengthening Concrete Bridges

Structural Engineering International, 12(2), 89–95.

Fiber-Reinforced Polymer Composites in Construction- State-of-the-Art Review

ASCE Journal of Composites for Construction, 6(2), 78–87.

Flexural Behavior of concrete-filled fiber-reinforced polymer circular tubes

Journal of Composites for Construction, 6(2), 123–132.

Flexural strengthening of prestressed bridge slabs with FRP systems

PCI Journal, 47(1), 76–93.

In-plane testing of damaged masonry wall repaired with FRP

Advanced Composites Letters, 11(6), 277–283.

Timber beams strengthened with GFRP bars: Development and applications

Journal of Composites for Construction, 6(1), 11–20.

Behavior of axially loaded concrete-filled circular fiber-reinforced polymer tubes

ACI Structural Journal, 98(3), 280–289.

Bond Performance of Different FRP Strengthening Systems

P.S. Engineering Research Journal, 5(2), 15–23.

Confinement model for axially loaded concrete confined by circular fiber-reinforced polymer tubes

ACI Structural Journal, 98(4), 451–461.

Glass fiber-reinforced polymer dowels for concrete pavements

ACI Structural Journal, 98(2), 201–206.

Structural health monitoring of innovative bridges in Canada with fiber optic sensors

Smart Materials and Structures, 10(3), 560–573.

Fibre reinforced polymer reinforcing bars for bridge decks

Canadian Journal of Civil Engineering, 27(5), 839–849.

Fibre reinforced polymer shear reinforcement for concrete members: behaviour and design guidelines

Canadian Journal of Civil Engineering, 27(5), 859–872.

Segmental Precast Concrete Piles: A Solution For Underpinning

ACI Concrete International, 22(8), 41–46.

Deflection Control of Concrete Beams Pretensioned by CFRP Reinforcements

Journal of Composites for Construction, 3(2), 55–62.

Design Recommendations for Bridge Deck Slabs Reinforced by FRP

ACI Special Publications, SP-188, 313–323.

FRP Extends Service Life of Rehabilitated Infrastructure

Canadian Civil Engineer, 8–12.

FRP for Shear Reinforcement of Concrete Structures

ACI Special Publications, SP-188, 157–167.

Intelligent Sensing for Innovative Bridges

Journal of Intelligent Material Systems and Structures, 10(4), 304–313.

Linseed Oil-Based Concrete Surface Treatment for Building and Highway Structures in Hong Kong

HKIE Transactions, 6(1), 36–41.

Performance of Bridge Timber Ties Under Static and Fatigue Loading

Journal of Bridge Engineering, 4(4), 263–268.

Shear Strengthening of AASHTO Bridge Girders Using CFRP Sheets

ACI Special Publications, SP-188, 945–958.

Structural Engineering with FRP-In Canada

Concrete International, 21(10), 25–28.

Transfer and Development Lengths of Carbon Fiber Reinforced Polymer Prestressing Reinforcement

ACI Structural Journal, 96(4), 594–602.

A New Generation: Design and Construction of a Highway Bridge with CFRP

Concrete International, 20(6), 35–38.

Bond Properties of Carbon Fiber Composite Prestressing Strands

ACI Structural Journal, 95(3), 281–290.

Fiber Reinforced Plastic for Smart Bridge

Engineering Dimensions, 19(2), 38.

Flexural Behavior of One-Way Concrete Slab Reinforced by Fiber Reinforced Plastic Reinforcements

ACI Structural Journal, 95(3), 353–365.

Roof Retrofit

Concrete International, 20(6), 44–46.

Behavior of CFRP for Prestressing and Shear Reinforcements of Concrete Highway Bridges

ACI Structural Journal, 94(1), 77–86.

Fiber-optic Bragg grating sensors for bridge monitoring

Cement and Concrete Composites, 19(1), 21–33.

Multibolted Joints for GFRP Structural Members

Journal of Composites for Construction, 1(1), 3–9.

Rational Model for Multibolted Connections for GFRP Members

Journal of Composites for Construction, 1(2), 71–78.

Serviceability of Concrete Beams Prestressed by Carbon Fiber Reinforced Plastic Bars

ACI Structural Journal, 94(4), 447–457.

Finite element analysis of bolted connections for PFRP composites

Composites Part B: Engineering, 27(3-4), 339–349.

Horizontal Connections for Precast Concrete Shear Wall Panels Under Cyclic Shear Loading

PCI Journal, 41(3), 64–72.

Bolted Connections for Fiber-Reinforced Composite Structural Members: Analytical Model and Design Recommendations

Journal of Materials in Civil Engineering, 7(4), 232–238.

Horizontal Connections for Precast Concrete Shear Walls Subjected to Cyclic Deformations Part 1: Mild Steel Connections

PCI Journal, 40(4), 78–96.

Horizontal Connections for Precast Concrete Shear Walls Subjected to Cyclic Deformations Part 2: Prestressed Connections

PCI Journal, 40(5), 82–96.

Test Model for the First Canadian Smart Highway Bridge

ACI Structural Journal, 92(4), 451–458.

First Canadian Highway Bridge Prestressed by Carbon Fiber Strands and Monitored by Optical Fiber Sensors

Canadian Civil Engineer, 7–15.

First Smart Highway Bridge in Canada

Concrete International, 16(6), 42–44.

A three-year field and laboratory evaluation of linseed oil as a concrete sealer

Canadian Journal of Civil Engineering, 20(5), 844–854.

Anchorages for FRP Reinforcement

Concrete International, 15(6), 54–59.

FRP Reinforcements for Concrete Structures: A Sample of International Production

Concrete International, 15(6), 48–53.

Horizontal Post-Tensioned Connections for Precast Concrete Load bearing Shear Wall Panels

PCI Journal, 36(6), 64–76.

An analytical approach for dynamic response of timber railroad bridges

Canadian Journal of Civil Engineering, 17(6), 952–964.

Effect of temperature and galvanization on the compressive strength of cold-formed angles

Canadian Journal of Civil Engineering, 17(3), 440–451.

Response of timber bridges under train loading

Canadian Journal of Civil Engineering, 17(6), 940–951.

Behavior and Design of Shear Connections for Loadbearing Wall Panels

PCI Journal, 34(1), 102–119.

Multiple Shear Key Connections for Precast Shear Wall Panels

PCI Journal, 34(2), 104–120.

Performance of Welded Wire Fabric as Shear Reinforcement Under Cyclic Loading

ACI Structural Journal, 86(6), 728–735.

Welded wire shear reinforcement under cyclic loading

Batiment International, Building Research and Practice, 16(3), 161–166.

Effectiveness of Welded Wire Fabric as Shear Reinforcement in Pretensioned Prestressed Concrete T-Beams

ACI Structural Journal, 85(4), 429–436.

Response of Concrete to Sulphuric Acid Attack

ACI Material Journal, 85(6), 481–488.

Response of Timber Bridges under Train Loading

Transportation Research Record, (1177), 103–112.

Shear Design Consideration for Pretensioned Prestressed Beams

ACI Structural Journal, 85(5), 492–498.

Shear Resistance of Various Connections used for Precast Concrete Load-Bearing Shear Wall Panels

Transactions of the Japan Concrete Institute, 10(3), 739–744.

Behavioral load testing of the Disraeli facility

Canadian Journal of Civil Engineering, 14(1), 103–110.

Discussion of “Transverse Stirrup Spacing in R/C Beams” by Wayne Hsiung and Gregory C. Frantz (February, 1985, Vol. 111, No. 2)

Structural Engineering Journal, 113(1), 174–175.

Inadequate shallow foundations

Batiment International, Building Research and Practice, 15(1-6), 224–230.

Shear Behavior of Pretensioned Prestressed Concrete Beams

Transactions of the Japan Concrete Institute, 9, 411–416.

Shear Strength of Prestressed Concrete T-beams with Welded Wire Fabric as Shear Reinforcement, Discussion

PCI Journal, 32(6), 142–143.

The prediction of air leakage rates through cracks in pressurized reinforced concrete containment vessels

International Journal of Pressure Vessels and Piping, 29(1), 33–46.