Sami Rizkalla

Nafadi, M. K., Lucier, G., Yaman, T. S., Gleich, H., & Rizkalla, S. (2021). Long-term behavior of precast, prestressed concrete sandwich panels reinforced with carbon-fiber-reinforced polymer shear grid. PCI JOURNAL, 66(5), 23–38. https://doi.org/10.15554/pcij66.5-01

Khalafalla, O., Pour-Ghaz, M., ElSafty, A., & Rizkalla, S. (2019). Durability of CFRP strands used for prestressing of concrete structural members. CONSTRUCTION AND BUILDING MATERIALS, 228. https://doi.org/10.1016/j.conbuildmat.2019.116756

Kazem, H., Zhang, Y., Rizkalla, S., Seracino, R., & Kobayashi, A. (2018). CFRP shear strengthening system for steel bridge girders. ENGINEERING STRUCTURES, 175, 415–424. https://doi.org/10.1016/j.engstruct.2018.08.038

El-Gelani, A. M., High, C. M., Rizkalla, S. H., & Abdalla, E. A. (2018). Effects of Basalt Fibres on Mechanical Properties of Concrete. MATEC Web of Conferences, 149, 01028. https://doi.org/10.1051/MATECCONF/201714901028

El-Gelani, A. M., High, C. M., Rizkalla, S. H., & Abdalla, E. A. (2018). Effects of Basalt Fibres on Mechanical Properties of Concrete. MATEC Web of Conferences, 149, 01028. https://doi.org/10.1051/MATECCONF/201814901028

Kazem, H., Rizkalla, S., & Kobayashi, A. (2018). Shear strengthening of steel plates using small-diameter CFRP strands. COMPOSITE STRUCTURES, 184, 78–91. https://doi.org/10.1016/j.compstruct.2017.09.094

Lunn, D., Lucier, G., Rizkalla, S., Cleland, N., & Gleich, H. (2017). New generation of precast concrete double tees reinforced with carbon-fiber-reinforced polymer grid response. PCI Journal, 90–91.

Botros, A., Lucier, G., Rizkalla, S., & Gleich, H. (2016). Behavior of Free and Connected Double-Tee Flanges Reinforced with carbon-fiber-reinforced polymer. PCI Journal.

Pour-Ghaz, M., Miller, B. L. H., Alla, O. K., & Rizkalla, S. (2016). 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. https://doi.org/10.1016/j.compositesb.2016.09.007

Cholake, S. T., Moran, G., Joe, B., Bai, Y., Raman, R. K. S., Zhao, X. L., … Bandyopadhyay, S. (2016). Improved Mode I fracture resistance of CFRP composites by reinforcing epoxy matrix with recycled short milled carbon fibre. CONSTRUCTION AND BUILDING MATERIALS, 111, 399–407. https://doi.org/10.1016/j.conbuildmat.2016.02.039

Shapack, G., Van Brunt, Z., Seracino, R., Lucier, G., Rizkalla, S., & Pour-Ghaz, M. (2016). Improving the Durability and Coastal Bridges with CFRP Prestressed Cored Slabs. ACI Special Publications.

Lunn, D., Lucier, G., Rizkalla, S., Cleland, N., & Gleich, H. (2016). New generation of precast concrete double tees reinforced by carbon-fiber-reinforced polymer grid response. PCI Journal, 87–89.

Kazem, H., Guaderrama, L., Selim, H., Rizkalla, S., & Kobayashi, A. (2016). Strengthening of steel plates subjected to uniaxial compression using small-diameter CFRP strands. CONSTRUCTION AND BUILDING MATERIALS, 111, 223–236. https://doi.org/10.1016/j.conbuildmat.2016.02.028

Seliem, H., Ding, L., Potter, W., & Rizkalla, S. (2016). Use of carbon-fiber-reinforced polymer grid for precast concrete piles. PCI Journal.

Kazem, H., Bunn, W. G., Seliem, H. M., Rizkalla, S. H., & Gleich, H. (2015). Durability and long term behavior of FRP/foam shear transfer mechanism for concrete sandwich panels. CONSTRUCTION AND BUILDING MATERIALS, 98, 722–734. https://doi.org/10.1016/j.conbuildmat.2015.08.105

Hodicky, K., Sopal, G., Rizkalla, S., Hulin, T., & Stang, H. (2015). Experimental and Numerical Investigation of the FRP Shear Mechanism for Concrete Sandwich Panels. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 19(5). https://doi.org/10.1061/(asce)cc.1943-5614.0000554

Lunn, D., Lucier, G., Rizkalla, S., Cleland, N., & Gleich, H. (2015). New generation of precast concrete double tees reinforced with carbon-fiber reinforced polymer grid. PCI Journal, 60(4), 37–48. https://doi.org/10.15554/pcij.07012015.37.48

Tabrizi, S., Kazem, H., Rizkalla, S., & Kobayashi, A. (2015). New small-diameter CFRP material for flexural strengthening of steel bridge girders. CONSTRUCTION AND BUILDING MATERIALS, 95, 748–756. https://doi.org/10.1016/j.conbuildmat.2015.07.109

Cholake, S. T., Moran, G., Bai, Y., Raman, R. K. S., Zhao, X. L., Rizkalla, S., & Bandyopadhyay, S. (2015). 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. https://doi.org/10.4236/jmmce.2015.35040

High, C., Seliem, H. M., El-Safty, A., & Rizkalla, S. H. (2015). Use of basalt fibers for concrete structures. Construction and Building Materials, 96, 37–46. https://doi.org/10.1016/J.CONBUILDMAT.2015.07.138

Lunn, D., & Rizkalla, S. (2014). Design of FRP-Strengthened Infill Masonry Walls Subjected to Out-of-Plane Loading. Journal of Composites for Construction, 18(3). https://doi.org/10.1061/(asce)cc.1943-5614.0000412

Zhao, X.-L., Bai, Y., Al-Mahaidi, R., & Rizkalla, S. (2014). [Review of Effect of Dynamic Loading and Environmental Conditions on the Bond between CFRP and Steel: State-of-the-Art Review]. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 18(3). https://doi.org/10.1061/(asce)cc.1943-5614.0000419

Cholake, S. T., Mada, M. R., Raman, R. K. S., Bai, Y., Zhao, X. L., Rizkalla, S., & Bandyopadhyay, S. (2014). Quantitative Analysis of Curing Mechanisms of Epoxy Resin by Mid- and Near-Fourier Transform Infra Red Spectroscopy. DEFENCE SCIENCE JOURNAL, 64(3), 314–321. https://doi.org/10.14429/dsj.64.7326

Liu, H., Zhao, X., Bai, Y., Singh, R., Rizkalla, S., & Bandyopadhyay, S. (2014). 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. https://doi.org/10.7158/13287982.2014.11465170

Lunn, D., Maeda, S., Rizkalla, S., & Ueda, T. (2013). Anchorage Systems for FRP Strengthening of Infill Masionry Structures. International Journal of Sustainable Materials and Structural Systems, 1(2), 142–160.

Storm, T. K., Rizkalla, S. H., & Zia, P. Z. (2013). Effects of production practices on camber of prestressed concrete bridge girders Response. PCI Journal, 143–144.

Rizkalla, S., Lunn, D., Lucier, G., Sennour, L., Gleich, H., & Carson, J. (2013). Innovative Use of FRP for Sustainable Precast Structures. Precast Concrete Façade Tectonics Journal, (8), 55–63.

Rizkalla, S., Lunn, D., Lucier, G., Sennour, L., & Gleich, H. (2013). Precast Concrete Wall Panels. Journal of the Concrete Plant International Journal.

Lucier, G., Sennour, L., & Rizkalla, S. (2013). Structural Composites Thermally Efficient Precast Concrete. Concrete Plant International, CPI, 2(1), 1–10.

Klein, G. L., Lucier, G., Rizkalla, S., Zia, P., & Gleich, H. (2013). Torsion Simplified: A Failure Plan Model for Design of Spandrel Beams. ACI Structural Journal, 110(5).

Hassan, T. K., Mantawy, A., Soliman, J., Sherif, A., & Rizkalla, S. H. (2012). Bond Characteristics and Shear Behavior of Concrete Beams Reinforced with High-Strength Steel Reinforcement. ADVANCES IN STRUCTURAL ENGINEERING, 15(2), 303–318. https://doi.org/10.1260/1369-4332.15.2.303

Hosny, A., Seliem, H. M., Rizkalla, S. H., & Zia, P. (2012). Development length of unconfined conventional and high-strength steel reinforcing bars. ACI Structural Journal, 109(5), 655–664. https://doi.org/10.14359/51684043

Klein, G., Rizkalla, S., Zia, P., & Lucier, G. (2012). Development of a rational design methodology for precast concrete slender spandrel beams. PCI Journal, 182–186.

Mosavi, A. A., Seracino, R., & Rizkalla, S. (2012). Effect of Temperature on Daily Modal Variability of a Steel-Concrete Composite Bridge. JOURNAL OF BRIDGE ENGINEERING, 17(6), 979–983. https://doi.org/10.1061/(asce)be.1943-5592.0000372

Mosavi, A. A., Dickey, D., Seracino, R., & Rizkalla, S. (2012). Identifying damage locations under ambient vibrations utilizing vector autoregressive models and Mahalanobis distances. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 26, 254–267. https://doi.org/10.1016/j.ymssp.2011.06.009

Rizkalla, S., Lucier, G., & Dawood, M. (2012). Innovative Use of FRP for the Precast Industry. Advances in Structural Engineering Journal, 15(4), 565–574. https://doi.org/10.1260/1369-4332.15.4.565

Ding, L., Seliem, H. M., & Rizkalla, S. (2011). Behavior of Concrete Piles Confined with CFRP. ACI Special Publication, (275), 275–311.

Frankl, B., Lucier, G., Hassan, T., & Rizkalla, S. (2011). Behavior of Insulated Precast, Prestressed Concrete Sandwich Wall Panels Reinforced with CFRP Grid. PCI Journal, 56(2), 88–111.

Heiser, M. J., Hosny, A., Rizkalla, S. H., & Zia, P. (2011). Bond and shear behavior of concrete beams containing lightweight synthetic particles. ACI Structural Journal, 108(6), 698–705. https://doi.org/10.14359/51683368

Lucier, G., Walter, C., Rizkalla, S., Zia, P., & Klein, G. (2011). Development of a rational design methodology for precast concrete slender spandrel beams: Part 1, experimental results. PCI Journal, 56(2), 88–112. https://doi.org/10.15554/pcij.03012011.88.112

Lucier, G., Walter, C., Rizkalla, S., Zia, P., & Klein, G. (2011). Development of a rational design methodology for precast concrete slender spandrel beams: Part 2, analysis and design guidelines. PCI Journal, 106–133. https://doi.org/10.15554/pcij.09012011.106.133

El-Hacha, R., Mirmiran, A., Cook, A., & Rizkalla, S. (2011). Effectiveness of Surface-Applied Corrosion Inhibitors for Concrete Bridges. Journal of Materials in Civil Engineering, 23(3), 271–280. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000163

Soong, W. H., Raghavan, J., & Rizkalla, S. H. (2011). Fundamental mechanisms of bonding of glass fiber reinforced polymer reinforcement to concrete. CONSTRUCTION AND BUILDING MATERIALS, 25(6), 2813–2821. https://doi.org/10.1016/j.conbuildmat.2010.12.054

Obregon-Salinas, A. J., Rizkalla, S., & Zia, P. (2011). Grancrete as Adhesive for FRP Flexural Strengthening System for Concrete Structures. ACI Special Publication.

Hassan, T. K., Lucier, G. W., & Rizkalla, S. H. (2011). Splice strength of large diameter, high strength steel reinforcing bars. Construction and Building Materials, 7. https://doi.org/10.1016/j.conbuildmat.2011.06.013

Lunn, D. S., & Rizkalla, S. H. (2011). Strengthening of Infill Masonry Walls with FRP Materials. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 15(2), 206–214. https://doi.org/10.1061/(asce)cc.1943-5614.0000088

Hassan, T. K., & Rizkalla, S. H. (2010). Analysis and design guidelines of precast, prestressed concrete, composite load-bearing sandwich wall panels reinforced with CFRP grid. PCI Journal, 55(2), 147–162. https://doi.org/10.15554/pcij.03012010.147.162

Schnerch, D., & Rizkalla, S. (2010). Closure to "Flexural Strengthening of Steel Bridges with High Modulus CFRP Strips" by David Schnerch and Sami Rizkalla. JOURNAL OF BRIDGE ENGINEERING, Vol. 15, pp. 118–118. https://doi.org/10.1061/(asce)be.1943-5592.0000062

Mertol, H. C., Rizkalla, S., Zia, P., & Mirmiran, A. (2010). Creep and shrinkage behavior of high-strength concrete and minimum reinforcement ratio for bridge columns. PCI Journal, 55(3), 138–154. https://doi.org/10.15554/pcij.06012010.138.154

Zia, P., Rizkalla, S., Mirmiran, A., Russell, H., & Mast, R. (2010). Discussion on Elastic Modulus, Shrinkage and Creep of High-Strength Concrete as adopted by AASHTO. PCI Journal, 55(2), 11–14.

Dawood, M., & Rizkalla, S. (2010). Environmental durability of a CFRP system for strengthening steel structures. CONSTRUCTION AND BUILDING MATERIALS, 24(9), 1682–1689. https://doi.org/10.1016/j.conbuildmat.2010.02.023

Jiang, G., Dawood, M., Peters, K., & Rizkalla, S. (2010). Global and Local Fiber Optic Sensors for Health Monitoring of Civil Engineering Infrastructure Retrofit with FRP Materials. STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 9(4), 309–322. https://doi.org/10.1177/1475921709352989

Dawood, M., Taylor, E., Ballew, W., & Rizkalla, S. (2010). Static and fatigue bending behavior of pultruded GFRP sandwich panels with through-thickness fiber insertions. COMPOSITES PART B-ENGINEERING, 41(5), 363–374. https://doi.org/10.1016/j.compositesb.2010.02.006

Mosavi, A. A., Dickey, D., Seracino, R., & Rizkalla, S. H. (2010). 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.

Dawood, M., Taylor, E., & Rizkalla, S. (2010). Two-way bending behavior of 3-D GFRP sandwich panels with through-thickness fiber insertions. COMPOSITE STRUCTURES, 92(4), 950–963. https://doi.org/10.1016/j.compstruct.2009.09.040

Munikrishna, A., Hosny, A., Rizkalla, S., & Zia, P. (2010). behavior of concrete beams reinforced with ASTM A1035 grade 100 stirrups under shear. ACI Structural Journal, 108(1), 34–41.

Sumpter, M. S., Rizkalla, S. H., & Zia, P. (2009). Behavior of high-performance steel as shear reinforcement for concrete beams. ACI Structural Journal, 106(2), 171–177.

Lanier, B., Schnerch, D., & Rizkalla, S. (2009, October). Behavior of steel monopoles strengthened with high-modulus CFRP materials. THIN-WALLED STRUCTURES, Vol. 47, pp. 1037–1047. https://doi.org/10.1016/j.tws.2008.10.010

Seliem, H. M., Hosny, A., Rizkalla, S., Zia, P., Briggs, M., Miller, S., … Jirsa, J. O. (2009). Bond characteristics of ASTM A1035 steel reinforcing bars. ACI Structural Journal, 106(4), 530–539.

Dawood, M., Guddati, M., & Rizkalla, S. (2009). Effective Splices for a Carbon Fiber-Reinforced Polymer Strengthening System for Steel Bridges and Structures. TRANSPORTATION RESEARCH RECORD, (2131), 125–133. https://doi.org/10.3141/2131-12

Rizkalla, S., Hassan, T., & Lucier, G. (2009). FRP Shear Transfer Mechanism for Precast, Prestressed Concrete Sandwich Load Bearing Panels. ACI Special Publication, 265, 603–626.

Mast, R., Dawood, M., Rizkalla, S., & Zia, P. (2009). Flexural Design of Concrete Beams Reinforced with High Strength Steel Reinforcing Bars. ACI Structural Journal, 106(4), 551–552.

Rizkalla, S., Zia, P., Mirmiran, A., Russell, H. G., & Mast, R. (2009). Proposal for concrete compressive strength up to 18 ksi (124 Mpa) for bridge design. Transportation Research Record, (2131), 59–67.

Logan, A., Choi, W., Mirmiran, A., Rizkalla, S., & Zia, P. (2009). Short-term mechanical properties of high-strength concrete. ACI Materials Journal, 106(5), 413–418.

Rosenboom, O., Walter, C., & Rizkalla, S. (2009). Strengthening of prestressed concrete girders with composites: Installation, design and inspection. CONSTRUCTION AND BUILDING MATERIALS, 23(4), 1495–1507. https://doi.org/10.1016/j.conbuildmat.2007.11.010

Choi, W., Rizkalla, S., Zia, P., & Mirmiran, A. (2008). Behavior and design of high-strength prestressed concrete girders. PCI JOURNAL, 53(5), 54–69. https://doi.org/10.15554/pcij.09012008.54.69

Seliem, H. M., Lucier, G., Rizkalla, S. H., & Zia, P. (2008). Behavior of concrete bridge decks reinforced with high-performance steel. ACI Structural Journal, 105(1), 78–86. https://doi.org/10.14359/19071

Mertol, H. C., Rizkalla, S., Zia, P., & Mirmiran, A. (2008). Characteristics of compressive stress distribution in high-strength concrete. ACI Structural Journal, 105(5), 626–633.

Rizkalla, S., Dawood, M., & Schnerch, D. (2008). Development of a carbon fiber reinforced polymer system for strengthening steel structures. Composites Part A: Applied Science and Manufacturing, 39(2), 388–397. https://doi.org/10.1016/j.compositesa.2007.10.009

Rosenboom, O., & Rizkalla, S. (2008). Experimental Study of Intermediate Crack Debonding in Fiber-Reinforced Polymer Strengthened Beams. ACI Structural Journal, 105(1), 41–50. https://doi.org/10.14359/19067

Mast, R. F., Dawood, M., Rizkalla, S. H., & Zia, P. (2008). Flexural strength design of concrete beams reinforced with high-strength steel bars. ACI Structural Journal, 105(5), 570–577.

Schnerch, D., & Rizkalla, S. (2008). Flexural strengthening of steel bridges with high modulus CFRP strips. Journal of Bridge Engineering (ASCE), 13(2), 192–201. https://doi.org/10.1061/(ASCE)1084-0702(2008)13:2(192)

Reis, E. M., & Rizkalla, S. H. (2008). Material characteristics of 3-D FRP sandwich panels. CONSTRUCTION AND BUILDING MATERIALS, 22(6), 1009–1018. https://doi.org/10.1016/j.conbuildmat.2007.03.023

Rosenboom, O., & Rizkalla, S. (2008). Modeling of IC debonding of FRP-strengthened concrete flexural members. Journal of Composites for Construction, 12(2), 168–179. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:2(168)

Hassan, T. K., Vickery, J. D., & Rizkalla, S. H. (2008). Properties of adhesives and CPVC materials proposed for steel tank lining. INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES, 28(1-2), 77–90. https://doi.org/10.1016/j.ijadhadh.2007.05.002

Hassan, T. K., Seliem, H. M., Dwairi, H., Rizkalla, S. H., & Zia, P. (2008). Shear behavior of large concrete beams reinforced with high-strength steel. ACI Structural Journal, 105(2), 173–179.

Johnson, C., Mohamed, T., & Rizkalla, S. (2007). Behavior of Three-Dimensionally Woven Glass Fiber Reinforced Polymeric Bridge Deck. Composites Research Journal, 1(2), 27–42.

Dawood, M., Rizkalla, S., & Gleich, H. (2007). CFRP Materials for Reinforced Concrete Structures. PCI Journal, 52(5), 27–29.

Mertol, H., Rizkalla, S., Scott, P., Lees, J., & El-Hacha, R. (2007). Durability of Concrete Beams Prestressed with CFRP Tendons. ACI Special Publication, Case Histories and Use of FRP for Prestressing Applications, S245, 1–20.

Dawood, M., Rizkalla, S., & Sumner, E. (2007). 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. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:6(659)

Mertol, H. C., Rizkalla, S., Zia, P., & Mirmiran, A. (2007). Flexural Design of High Strength Concrete Members. ACI Structural Journal, 104(4).

Rosenboom, O., Hassan, T. K., & Rizkalla, S. (2007). Flexural behavior of aged prestressed concrete girders strengthened with various FRP systems. Construction and Building Materials, 21(4), 764–776. https://doi.org/10.1016/j.conbuildmat.2006.06.007

Dawood, M., Rizkalla, S., & Gleich, H. (2007). Galvanic corrosion rare with proper detailing.

Fam, A., & Rizkalla, S. (2007). Laboratory simulation of impact loading on laminated glass for ice hockey arenas. EXPERIMENTAL TECHNIQUES, 31(5), 46–52. https://doi.org/10.1111/j.1747-1567.2007.00181.x

Hassan, T., Lucier, G., Rizkalla, S., & Zia, P. (2007). Modeling of L-shaped, precast, prestressed concrete spandrels. PCI JOURNAL, 52(2), 78–92. https://doi.org/10.15554/pcij.03012007.78.92

Lucier, G., Rizkalla, S., Zia, P., & Klein, G. (2007). Precast Concrete, L-Shaped Spandrels Revisited: Full-Scale Tests. PCI Journal, 52(2), 62–76. https://doi.org/10.15554/pcij.03012007.62.76

Schnerch, D., Dawood, M., Rizkalla, S., & Sumner, E. (2007). Proposed design guidelines for strengthening of steel bridges with FRP materials. CONSTRUCTION AND BUILDING MATERIALS, 21(5), 1001–1010. https://doi.org/10.1016/j.conbuildmat.2006.03.003

Lucier, G., Hassan, T., Rizkalla, S., Klein, G., & Zia, P. (2007). Stirrups for torsion resistance prompt questions - Authors' response.

Fawzia, S., Al-Mahaidi, R., Zhao, X. L., & Rizkalla, S. (2007, April). Strengthening of circular hollow steel tubular sections using high modulus CFRP sheets. CONSTRUCTION AND BUILDING MATERIALS, Vol. 21, pp. 839–845. https://doi.org/10.1016/j.conbuildmat.2006.06.014

Rosenboom, O., & Rizkalla, S. (2006). Behavior of prestressed concrete strengthened with various CFRP systems subjected to fatigue loading. Journal of Composites for Construction, 10(6), 492–502. https://doi.org/10.1061/(ASCE)1090-0268(2006)10:6(492)

Schnerch, D., Dawood, M., Rizkalla, S., Sumner, E., & Stanford, K. (2006, December). Bond behavior of CFRP strengthened steel structures. ADVANCES IN STRUCTURAL ENGINEERING, Vol. 9, pp. 805–817. https://doi.org/10.1260/136943306779369464

El-Hacha, R., El-Agroudy, H., & Rizkalla, S. H. (2006). Bond characteristics of high-strength steel reinforcement. ACI Structural Journal, 103(6), 771–782. https://doi.org/10.14359/18227

Dawood, M., Sumner, E., & Rizkalla, S. (2006). 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). https://doi.org/10.1007/1-4020-4891-2_18

Fam, A., Witt, S., & Rizkalla, S. (2006). Repair of damaged aluminum truss joints of highway overhead sign structures using FRP. CONSTRUCTION AND BUILDING MATERIALS, 20(10), 948–956. https://doi.org/10.1016/j.conbuildmat.2005.06.014

Fam, A., & Rizkalla, S. (2006). Structural performance of laminated and unlaminated tempered glass under monotonic transverse loading. CONSTRUCTION AND BUILDING MATERIALS, 20(9), 761–768. https://doi.org/10.1016/j.conbuildmat.2005.01.051

Fawzia, S., Zhao, X. L., Al-Mahaidi, R., & Rizkalla, S. (2005). Bond Characteristics between CFRP and steel plates in double strap joints. Advanced Steel Construction, 1(2), 17–27.

El-Hacha, R., Rizkalla, S., & Kotynia, R. (2005). Modelling of Reinforced Concrete Flexural Members Strengthened with Near-Surface Mounted FRP Reinforcement. ACI Special Publication, 230, 1681–1700.

Fam, A., Manda, S., & Rizkalla, S. (2005). 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. https://doi.org/10.1061/(ASCE)1090-0268(2005)9:1(34)

Fam, A., Schnerch, D., & Rizkalla, S. (2005). 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. https://doi.org/10.1061/(ASCE)1090-0268(2005)9:1(25)

Hassan, T. K., & Rizkalla, S. H. (2004). Bond mechanism of near-surface-mounted fiber-reinforced polymer bars for flexural strengthening of concrete structures. ACI Structural Journal, 101(6), 830–839. https://doi.org/10.14359/13458

Fam, A., Qie, F. S., & Rizkalla, S. (2004). Concrete-filled steel tubes subjected to axial compression and lateral cyclic loads. Journal of Structural Engineering (New York, N.Y.), 130(4), 631–640. https://doi.org/10.1061/(asce)0733-9445(2004)130:4(631)

El-Hacha, R., & Rizkalla, S. H. (2004). Near-surface-mounted fiber-reinforced polymer reinforcements for flexural strengthening of concrete structures. ACI Structural Journal, 101(5), 717–726. https://doi.org/10.14359/13394

Schnerch, D., Stanford, K., Sumner, E. A., & Rizkalla, S. (2004). Strengthening steel structures and bridges with high-modulus carbon fiber-reinforced polymers - Resin selection and scaled monopole behavior. DESIGN OF STRUCTURES 2004, pp. 237–245. https://doi.org/10.3141/1892-25

Becque, J., Patnaik, A. K., & Rizkalla, S. H. (2003). Analytical models for concrete confined with FRP tubes. Journal of Composites for Construction, 7(1), 31–38. https://doi.org/10.1061/(ASCE)1090-0268(2003)7:1(31)

Svecova, D., Rizkalla, S., & Tadros, G. (2003). Design of FRP Reinforced Concrete for Serviceability. ACI Special Publications, 210, 149–173.

Rizkalla, S., Hassan, T., & Hassan, N. (2003). Design recommendations for the use of FRP for reinforcement and strengthening of concrete structures. Progress in Structural Engineering and Materials, 5(1), 16–28. https://doi.org/10.1002/pse.139

Fam, A., Flisak, B., & Rizkalla, S. (2003). 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. https://doi.org/10.14359/12659

Demers, M., Popovic, A., Neale, K., Rizkalla, S., & Tadros, G. (2003). FRP Retrofit of the Ring-Beam of a Nuclear Reactor Containment Structure. ACI Special Publications, SP-215, 303–316.

Rizkalla, S., & Tadros, G. (2003). FRP for Prestressing of Concrete Bridges in Canada. ACI Special Publications, 215, 75–90.

Fam, A., Greene, R., & Rizkalla, S. (2003). Field Applications of Concrete-Filled FRP Tubes for Marine Piles. ACI Special Publications, SP-215, 161–180.

Williams, B., Shehata, E., & Rizkalla, S. H. (2003). Filament-wound glass fiber reinforced polymer bridge deck modules. Journal of Composites for Construction, 7(3), 266–273. https://doi.org/10.1061/(ASCE)1090-0268(2003)7:3(266)

Hassan, T., & Rizkalla, S. (2003). 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. https://doi.org/10.1061/(ASCE)1090-0268(2003)7:3(248)

Fam, A., & Rizkalla, S. (2003). Large scale testing and analysis of hybrid concrete/composite tubes for circular beam-column applications. Construction and Building Materials, 17(6-7), 507–516. https://doi.org/10.1016/s0950-0618(03)00048-5

Fam, A., Pando, M., Filz, G., & Rizkalla, S. (2003). Precast Piles for Route 40 Bridge in Virginia using Concrete-filled FRP Tubes. PCI Journal, 48(3), 32–45.

Abdelrahman, A., Mohamadien, M., Rizkalla, S., & Tadros, G. (2003). Use of ACM in Rehabilitation Projects in Egypt. ACI Special Publications, 215, 361–372.

Hutchinson, R., Tadros, G., Kroman, J., & Rizkalla, S. (2003). Use of Externally Bonded FRP Systems for Rehabilitation of Bridges in Western Canada. ACI Special Publications, SP–215, 239–248.

Fam, A., & Rizkalla, S. (2002). Confinement Model for Axially Loaded Concrete Confined by Circular Fiber-Reinforced Polymer Tubes: Discussion and Closure. ACI Structural Journal, 99(3), 386–390.

Rizkalla, S., & Hassan, T. (2002). Effectiveness of FRP for Strengthening Concrete Bridges. Structural Engineering International, 12(2), 89–95. https://doi.org/10.2749/101686602777965577

Bakis, C., Bank, L., Brown, V., Cosenza, E., Davalos, J., Lesko, J., … Triantafillou, T. (2002). Fiber-Reinforced Polymer Composites in Construction- State-of-the-Art Review. ASCE Journal of Composites for Construction, 6(2), 78–87. https://doi.org/10.1061/(ASCE)1090-0268(2002)6:2(73)

Fam, A. Z., & Rizkalla, S. H. (2002). Flexural Behavior of concrete-filled fiber-reinforced polymer circular tubes. Journal of Composites for Construction, 6(2), 123–132. https://doi.org/10.1061/(ASCE)1090-0268(2002)6:2(123)

Hassan, T., & Rizkalla, S. (2002). Flexural strengthening of prestressed bridge slabs with FRP systems. PCI JOURNAL, 47(1), 76–93. https://doi.org/10.15554/pcij.01012002.76.93

Fam, A., Musiker, D., Kowalsky, M., & Rizkalla, S. (2002). In-plane testing of damaged masonry wall repaired with FRP. Advanced Composites Letters, 11(6), 277–283. https://doi.org/10.1177/096369350201100602

Gentile, C., Svecova, D., & Rizkalla, S. H. (2002). Timber beams strengthened with GFRP bars: Development and applications. Journal of Composites for Construction, 6(1), 11–20. https://doi.org/10.1061/(ASCE)1090-0268(2002)6:1(11)

Fam, A. Z., & Rizkalla, S. H. (2001). Behavior of axially loaded concrete-filled circular fiber-reinforced polymer tubes. ACI Structural Journal, 98(3), 280–289. https://doi.org/10.14359/10217

Hassan, T., Mohamedien, M., Hassan, N., & Rizkalla, S. (2001). Bond Performance of Different FRP Strengthening Systems. P.S. Engineering Research Journal, 5(2), 15–23.

Fam, A. Z., & Rizkalla, S. H. (2001). Confinement model for axially loaded concrete confined by circular fiber-reinforced polymer tubes. ACI Structural Journal, 98(4), 451–461. https://doi.org/10.14359/10288

Eddie, D., Shalaby, A., & Rizkalla, S. (2001). Glass fiber-reinforced polymer dowels for concrete pavements. ACI Structural Journal, 98(2), 201–206. https://doi.org/10.14359/10188

Tennyson, R. C., Mufti, A. A., Rizkalla, S., Tadros, G., & Benmokrane, B. (2001). Structural health monitoring of innovative bridges in Canada with fiber optic sensors. Smart Materials and Structures, 10(3), 560–573. https://doi.org/10.1088/0964-1726/10/3/320

Hassan, T., Abdelrahman, A., Tadros, G., & Rizkalla, S. (2000). Fibre reinforced polymer reinforcing bars for bridge decks. Canadian Journal of Civil Engineering, 27(5), 839–849. https://doi.org/10.1139/l99-098

Shehata, E., Morphy, R., & Rizkalla, S. (2000). Fibre reinforced polymer shear reinforcement for concrete members: behaviour and design guidelines. Canadian Journal of Civil Engineering, 27(5), 859–872. https://doi.org/10.1139/l00-004

Hassan, T., Rizkalla, S., Rihal, S., & Parmantier, D. (2000). Segmental Precast Concrete Piles: A Solution For Underpinning. ACI Concrete International, 22(8), 41–46.

Abdelrahman, A. A., & Rizkalla, S. H. (1999). Deflection Control of Concrete Beams Pretensioned by CFRP Reinforcements. Journal of Composites for Construction, 3(2), 55–62. https://doi.org/10.1061/(asce)1090-0268(1999)3:2(55)

Hassan, T., Rizkalla, S., Abdelrahman, A., & Tadros, G. (1999). Design Recommendations for Bridge Deck Slabs Reinforced by FRP. ACI Special Publications, SP-188, 313–323.

Rizkalla, S., & Labossiére, P. (1999). FRP Extends Service Life of Rehabilitated Infrastructure. Canadian Civil Engineer, 8–12.

Shehata, E., Morphy, R., & Rizkalla, S. (1999). FRP for Shear Reinforcement of Concrete Structures. ACI Special Publications, SP-188, 157–167.

Shehata, E., & Rizkalla, S. (1999). Intelligent Sensing for Innovative Bridges. Journal of Intelligent Material Systems and Structures, 10(4), 304–313. https://doi.org/10.1177/1045389x9901000406

Xie, Y. P., Kwan, A. K. H., Chan, H. C., & Rizkalla, S. H. (1999). Linseed Oil-Based Concrete Surface Treatment for Building and Highway Structures in Hong Kong. HKIE Transactions, 6(1), 36–41. https://doi.org/10.1080/1023697x.1999.10667790

Soudki, K. A., Rizkalla, S. H., & Uppal, A. S. (1999). Performance of Bridge Timber Ties Under Static and Fatigue Loading. Journal of Bridge Engineering, 4(4), 263–268. https://doi.org/10.1061/(asce)1084-0702(1999)4:4(263)

Hutchinson, R., & Rizkalla, S. (1999). Shear Strengthening of AASHTO Bridge Girders Using CFRP Sheets. ACI Special Publications, SP-188, 945–958.

Rizkalla, S., & Labossiére, P. (1999). Structural Engineering with FRP-In Canada. Concrete International, 21(10), 25–28.

Mahmoud, Z., Rizkalla, S., & Zaghloul, E. (1999). Transfer and Development Lengths of Carbon Fiber Reinforced Polymer Prestressing Reinforcement. ACI Structural Journal, 96(4), 594–602.

Rizkalla, S., Shehata, E., Abdelrahman, A., & Tadros, G. (1998). A New Generation: Design and Construction of a Highway Bridge with CFRP. Concrete International, 20(6), 35–38.

Domenico, N., Mahmoud, Z., & Rizkalla, S. (1998). Bond Properties of Carbon Fiber Composite Prestressing Strands. ACI Structural Journal, 95(3), 281–290.

Rizkalla, S. (1998). Fiber Reinforced Plastic for Smart Bridge. Engineering Dimensions, 19(2), 38.

Michaluk, C., Rizkalla, S., Tadros, G., & Benmokrane, B. (1998). Flexural Behavior of One-Way Concrete Slab Reinforced by Fiber Reinforced Plastic Reinforcements. ACI Structural Journal, 95(3), 353–365. https://doi.org/10.14359/552

Shehata, E., Rizkalla, S., & Stewart, D. (1998). Roof Retrofit. Concrete International, 20(6), 44–46.

Fam, A., Rizkalla, S., & Tadros, G. (1997). Behavior of CFRP for Prestressing and Shear Reinforcements of Concrete Highway Bridges. ACI Structural Journal, 94(1), 77–86.

Maaskant, R., Alavie, T., Measures, R. M., Tadros, G., Rizkalla, S. H., & Guha-Thakurta, A. (1997). Fiber-optic Bragg grating sensors for bridge monitoring. Cement and Concrete Composites, 19(1), 21–33. https://doi.org/10.1016/s0958-9465(96)00040-6

Hassan, N. K., Mohamedien, M. A., & Rizkalla, S. H. (1997). Multibolted Joints for GFRP Structural Members. Journal of Composites for Construction, 1(1), 3–9. https://doi.org/10.1061/(asce)1090-0268(1997)1:1(3)

Hassan, N. K., Mohamedien, M. A., & Rizkalla, S. H. (1997). Rational Model for Multibolted Connections for GFRP Members. Journal of Composites for Construction, 1(2), 71–78. https://doi.org/10.1061/(asce)1090-0268(1997)1:2(71)

Abdelrahman, A., & Rizkalla, S. (1997). Serviceability of Concrete Beams Prestressed by Carbon Fiber Reinforced Plastic Bars. ACI Structural Journal, 94(4), 447–457.

Hassan, N. K., Mohamedien, M. A., & Rizkalla, S. H. (1996). Finite element analysis of bolted connections for PFRP composites. Composites Part B: Engineering, 27(3-4), 339–349. https://doi.org/10.1016/1359-8368(95)00046-1

Soudki, K., West, J., Rizkalla, S., & Blackett, B. (1996). Horizontal Connections for Precast Concrete Shear Wall Panels Under Cyclic Shear Loading. PCI Journal, 41(3), 64–72.

Rosner, C. N., & Rizkalla, S. H. (1995). Bolted Connections for Fiber-Reinforced Composite Structural Members: Analytical Model and Design Recommendations. Journal of Materials in Civil Engineering, 7(4), 232–238. https://doi.org/10.1061/(asce)0899-1561(1995)7:4(232)

Soudki, K. A., Rizkalla, S. H., & LeBlanc, B. (1995). Horizontal Connections for Precast Concrete Shear Walls Subjected to Cyclic Deformations Part 1: Mild Steel Connections. PCI Journal, 40(4), 78–96. https://doi.org/10.15554/pcij.07011995.78.96

Soudki, K. A., Rizkalla, S. H., & Daikiw, R. W. (1995). Horizontal Connections for Precast Concrete Shear Walls Subjected to Cyclic Deformations Part 2: Prestressed Connections. PCI Journal, 40(5), 82–96. https://doi.org/10.15554/pcij.09011995.82.96

Abdelrahman, A., Tadros, G., & Rizkalla, S. (1995). Test Model for the First Canadian Smart Highway Bridge. ACI Structural Journal, 92(4), 451–458.

Tadros, G., & Rizkalla, S. (1994). First Canadian Highway Bridge Prestressed by Carbon Fiber Strands and Monitored by Optical Fiber Sensors. Canadian Civil Engineer, 7–15.

Tadros, G., & Rizkalla, S. (1994). First Smart Highway Bridge in Canada. Concrete International, 16(6), 42–44.

Wright, J., Shen, Z., & Rizkalla, S. (1993). A three-year field and laboratory evaluation of linseed oil as a concrete sealer. Canadian Journal of Civil Engineering, 20(5), 844–854. https://doi.org/10.1139/l93-110

Erki, M. A., & Rizkalla, S. (1993). Anchorages for FRP Reinforcement. Concrete International, 15(6), 54–59.

Erki, M. A., & Rizkalla, S. (1993). FRP Reinforcements for Concrete Structures: A Sample of International Production. Concrete International, 15(6), 48–53.

Hutchinson, R. L., Rizkalla, S. H., Lau, M., & Heuvel, S. (1991). Horizontal Post-Tensioned Connections for Precast Concrete Load bearing Shear Wall Panels. PCI Journal, 36(6), 64–76. https://doi.org/10.15554/pcij.11011991.64.76

Uppal, A. S., Pinkney, R. B., & Rizkalla, S. H. (1990). An analytical approach for dynamic response of timber railroad bridges. Canadian Journal of Civil Engineering, 17(6), 952–964. https://doi.org/10.1139/l90-107

Polyzois, D., Charnvarnichborikarn, P., Rizkalla, S., & Wong, C. K. (1990). Effect of temperature and galvanization on the compressive strength of cold-formed angles. Canadian Journal of Civil Engineering, 17(3), 440–451. https://doi.org/10.1139/l90-048

Uppal, A. S., Rizkalla, S. H., & Pinkney, R. B. (1990). Response of timber bridges under train loading. Canadian Journal of Civil Engineering, 17(6), 940–951. https://doi.org/10.1139/l90-106

Foerster, H. R., Rizkalla, S. H., & Heuvel, J. S. (1989). Behavior and Design of Shear Connections for Loadbearing Wall Panels. PCI Journal, 34(1), 102–119. https://doi.org/10.15554/pcij.01011989.102.119

Rizkalla, S. H., Serrette, R. L., Heuvel, J. S., & Attiogbe, E. K. (1989). Multiple Shear Key Connections for Precast Shear Wall Panels. PCI Journal, 34(2), 104–120. https://doi.org/10.15554/pcij.03011989.104.120

Pincheira, J. A., Rizkalla, S. H., & Attiogne, E. K. (1989). Performance of Welded Wire Fabric as Shear Reinforcement Under Cyclic Loading. ACI Structural Journal, 86(6), 728–735. https://doi.org/10.14359/2770

Xuan, X., & Rizkalla, S. (1989). Welded wire shear reinforcement under cyclic loading. Batiment International, Building Research and Practice, 16(3), 161–166. https://doi.org/10.1080/01823328808726884

Xuan, X., Rizkalla, S., & Maruyama, K. (1988). Effectiveness of Welded Wire Fabric as Shear Reinforcement in Pretensioned Prestressed Concrete T-Beams. ACI Structural Journal, 85(4), 429–436. https://doi.org/10.14359/2711

Attiogbe, E., & Rizkalla, S. (1988). Response of Concrete to Sulphuric Acid Attack. ACI Material Journal, 85(6), 481–488.

Uppal, A. S., & Rizkalla, S. H. (1988). Response of Timber Bridges under Train Loading. Transportation Research Record, (1177), 103–112.

Maruyama, K., & Rizkalla, S. (1988). Shear Design Consideration for Pretensioned Prestressed Beams. ACI Structural Journal, 85(5), 492–498.

Serrette, R. L., Rizkalla, S., & Heuvel, J. S. (1988). Shear Resistance of Various Connections used for Precast Concrete Load-Bearing Shear Wall Panels. Transactions of the Japan Concrete Institute, 10(3), 739–744.

McCulloch, W. J., Militano, C., & Rizkalla, S. (1987). Behavioral load testing of the Disraeli facility. Canadian Journal of Civil Engineering, 14(1), 103–110. https://doi.org/10.1139/l87-013

Ray, A., & Rizkalla, S. (1987). 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.

Domaschuk, L., Rizkalla, S., & Kwok, R. (1987). Inadequate shallow foundations. Batiment International, Building Research and Practice, 15(1-6), 224–230. https://doi.org/10.1080/09613218708726821

Maruyama, K., & Rizkalla, S. (1987). Shear Behavior of Pretensioned Prestressed Concrete Beams. Transactions of the Japan Concrete Institute, 9, 411–416.

Xuan, X., & Rizkalla, S. (1987). Shear Strength of Prestressed Concrete T-beams with Welded Wire Fabric as Shear Reinforcement, Discussion. PCI Journal, 32(6), 142–143.

Tinkler, J., Del Frate, R., & Rizkalla, S. (1987). 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. https://doi.org/10.1016/0308-0161(87)90037-8

Rizkalla, S., Saadat, F., & Higai, T. (1985). Fundamental Characteristics and Behavior of Reinforced Concrete Bridge Piers Subjected to Reversed Cyclic Loading. Transportation Research Record 1044, 17–25.

Rizkalla, S. H., Lau, B. L., & Simmonds, S. H. (1984). Air Leakage Characteristics in Reinforced Concrete. Journal of Structural Engineering, 110(5), 1149–1162. https://doi.org/10.1061/(asce)0733-9445(1984)110:5(1149)

Rizkalla, S., & Hwang, L. (1984). Crack Prediction for Members in Uniaxial Tension. Journal of the American Concrete Institute, 81(6), 572–579.

Rizkalla, S. H., Simmonds, S. H., & MacGregor, J. G. (1984). Cracking of P/C Nuclear Containment Structures. Journal of Structural Engineering, 110(9), 2148–2163. https://doi.org/10.1061/(asce)0733-9445(1984)110:9(2148)

Rizkalla, S., & Keeler, R. K. (1984). Precast Concrete in Remote Locations. Concrete International, 6(11), 41–42.

Rizkalla, S. H., Simmonds, S. H., & MacGregor, J. G. (1984). Prestressed Concrete Containment Model. Journal of Structural Engineering, 110(4), 730–743. https://doi.org/10.1061/(asce)0733-9445(1984)110:4(730)

Higai, T., Omran, B., Saadat, F., & Rizkalla, S. (1984). Shear Failure of R.C. Members Subjected to Large Deflection Reversals. Transactions of the Japan Concrete Institute, 505–508.

Keeler, R. D., & Rizkalla, S. H. (1983). Rapid erection of a concentrate loading facility using precast concrete in a remote location. Canadian Journal of Civil Engineering, 10(3), 456–465. https://doi.org/10.1139/l83-073

Rizkalla, S. H., Hwang, L. S., & Shahawi, M. E. (1983). Transverse reinforcement effect on cracking behaviour of R.C. members. Canadian Journal of Civil Engineering, 10(4), 566–581. https://doi.org/10.1139/l83-087

Rizkalla, S. H., & Zia, P. (1980). Segmentally Constructed Prestressed Concrete Hyperboloid Cooling Tower. PCI Journal, 25(4), 146–161. https://doi.org/10.15554/pcij.07011980.146.161

Zia, P., Mirza, J. F., & Rizkalla, S. H. (1976). Static and Fatigue Tests of Composite T-Beams Containing Prestressed Concrete Tension Elements. PCI Journal, 21(6), 76–93. https://doi.org/10.15554/pcij.11011976.76.93