Sami Rizkalla

CFRP shear strengthening system for steel bridge girders

ENGINEERING STRUCTURES, 175, 415–424.

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.

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.

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.

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, 37–48.

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

Construction & Building Materials, 95, 748–756.

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

Journal of Composites for Construction.

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

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

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

PCI Journal, 143–144.

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 concrete industry

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

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 2, analysis and design guidelines

PCI Journal, 106–133.

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

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

Strengthening of infill masonry walls with FRP materials

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

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.

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

In Health monitoring of structural and biological systems 2010, pts 1 and 2 (Vol. 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

In Thin-Walled Structures (Vol. 47, pp. 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.

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.

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.

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 behavior of aged prestressed concrete girders strengthened with various FRP systems

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

Galvanic corrosion rare with proper detailing

PCI Journal.

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

PCI Journal.

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.

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.

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). Washington, DC: Transportation Research Board.

Analytical models for concrete confined with FRP tubes

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

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.

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.

Fiber-reinforced polymer composites for construction-state-of- the-art review

Journal of Composites for Construction, 6(2), 73–87.

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.

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.