@article{nafadi_lucier_yaman_gleich_rizkalla_2021, title={Long-term behavior of precast, prestressed concrete sandwich panels reinforced with carbon-fiber-reinforced polymer shear grid}, DOI={10.15554/pcij66.5-01}, journal={PCI JOURNAL}, author={Nafadi, Mohamed K. and Lucier, Gregory and Yaman, Tugce Sevil and Gleich, Harry and Rizkalla, Sami}, year={2021} }
 @article{khalafalla_pour-ghaz_elsafty_rizkalla_2019, title={Durability of CFRP strands used for prestressing of concrete structural members}, volume={228}, ISBN={1879-0526}, DOI={10.1016/j.conbuildmat.2019.116756}, journal={CONSTRUCTION AND BUILDING MATERIALS}, author={Khalafalla, Omar and Pour-Ghaz, Mohammad and ElSafty, Adel and Rizkalla, Sami}, year={2019} }
 @article{kazem_zhang_rizkalla_seracino_kobayashi_2018, title={CFRP shear strengthening system for steel bridge girders}, volume={175}, DOI={10.1016/j.engstruct.2018.08.038}, journal={ENGINEERING STRUCTURES}, author={Kazem, Hamid and Zhang, Ye and Rizkalla, Sami and Seracino, Rudolf and Kobayashi, Akira}, year={2018}, pages={415–424} }
 @article{el-gelani_high_rizkalla_abdalla_2018, title={Effects of Basalt Fibres on Mechanical Properties of Concrete}, volume={149}, ISSN={2261-236X}, url={http://dx.doi.org/10.1051/matecconf/201814901028}, DOI={10.1051/MATECCONF/201714901028}, journal={MATEC Web of Conferences}, publisher={EDP Sciences}, author={El-Gelani, A. M. and High, C.M. and Rizkalla, S. H. and Abdalla, E. A.}, editor={Diouri, A. and Boukhari, A. and Ait Brahim, L. and Bahi, L. and Khachani, N. and Saadi, M. and Aride, J. and Nounah, A.Editors}, year={2018}, pages={01028} }
 @article{el-gelani_high_rizkalla_abdalla_2018, title={Effects of Basalt Fibres on Mechanical Properties of Concrete}, volume={149}, ISSN={2261-236X}, url={http://dx.doi.org/10.1051/MATECCONF/201814901028}, DOI={10.1051/MATECCONF/201814901028}, journal={MATEC Web of Conferences}, publisher={EDP Sciences}, author={El-Gelani, A. M. and High, C.M. and Rizkalla, S. H. and Abdalla, E. A.}, editor={Diouri, A. and Boukhari, A. and Ait Brahim, L. and Bahi, L. and Khachani, N. and Saadi, M. and Aride, J. and Nounah, A.Editors}, year={2018}, pages={01028} }
 @article{kazem_rizkalla_kobayashi_2018, title={Shear strengthening of steel plates using small-diameter CFRP strands}, volume={184}, DOI={10.1016/j.compstruct.2017.09.094}, journal={Composite Structures}, author={Kazem, H. and Rizkalla, S. and Kobayashi, A.}, year={2018}, pages={78–91} }
 @article{lunn_lucier_rizkalla_cleland_gleich_2017, title={New generation of precast concrete double tees reinforced with carbon-fiber-reinforced polymer grid response}, journal={PCI Journal}, author={Lunn, D. and Lucier, G. and Rizkalla, S. and Cleland, N. and Gleich, H.}, year={2017}, pages={90–91} }
 @article{botros_lucier_rizkalla_gleich_2016, title={Behavior of Free and Connected Double-Tee Flanges Reinforced with carbon-fiber-reinforced polymer}, journal={PCI Journal}, author={Botros, A. and Lucier, G. and Rizkalla, S. and Gleich, H.}, year={2016}, month={Sep} }
 @article{pour-ghaz_miller_alla_rizkalla_2016, title={Do mechanical and environmental loading have a synergistic effect on the degradation of pultruded glass fiber reinforced polymers?}, volume={106}, DOI={10.1016/j.compositesb.2016.09.007}, journal={Composites. Part B, Engineering}, author={Pour-Ghaz, M. and Miller, B. L. H. and Alla, O. K. and Rizkalla, S.}, year={2016}, pages={344–355} }
 @article{cholake_moran_joe_bai_raman_zhao_rizkalla_bandyopadhyay_2016, title={Improved Mode I fracture resistance of CFRP composites by reinforcing epoxy matrix with recycled short milled carbon fibre}, volume={111}, DOI={10.1016/j.conbuildmat.2016.02.039}, journal={Construction & Building Materials}, author={Cholake, S. T. and Moran, G. and Joe, B. and Bai, Y. and Raman, R. K. S. and Zhao, X. L. and Rizkalla, S. and Bandyopadhyay, S.}, year={2016}, pages={399–407} }
 @article{shapack_van brunt_seracino_lucier_rizkalla_pour-ghaz_2016, title={Improving the Durability and Coastal Bridges with CFRP Prestressed Cored Slabs}, journal={ACI Special publications}, author={Shapack, G. and Van Brunt, Z. and Seracino, R. and Lucier, G. and Rizkalla, S. and Pour-Ghaz, M.}, year={2016}, month={Apr} }
 @article{lunn_lucier_rizkalla_cleland_gleich_2016, title={New generation of precast concrete double tees reinforced by carbon-fiber-reinforced polymer grid response}, journal={PCI Journal}, author={Lunn, D. and Lucier, G. and Rizkalla, S. and Cleland, N. and Gleich, H.}, year={2016}, pages={87–89} }
 @article{kazem_guaderrama_selim_rizkalla_kobayashi_2016, title={Strengthening of steel plates subjected to uniaxial compression using small-diameter CFRP strands}, volume={111}, DOI={10.1016/j.conbuildmat.2016.02.028}, journal={Construction & Building Materials}, author={Kazem, H. and Guaderrama, L. and Selim, H. and Rizkalla, S. and Kobayashi, A.}, year={2016}, pages={223–236} }
 @article{seliem_ding_potter_rizkalla_2016, title={Use of carbon-fiber-reinforced polymer grid for precast concrete piles}, journal={PCI Journal}, author={Seliem, H. and Ding, L. and Potter, W. and Rizkalla, S.}, year={2016}, month={Sep} }
 @article{kazem_bunn_seliem_rizkalla_gleich_2015, title={Durability and long term behavior of FRP/foam shear transfer mechanism for concrete sandwich panels}, volume={98}, DOI={10.1016/j.conbuildmat.2015.08.105}, journal={Construction & Building Materials}, author={Kazem, H. and Bunn, W. G. and Seliem, H. M. and Rizkalla, S. H. and Gleich, H.}, year={2015}, pages={722–734} }
 @article{hodicky_sopal_rizkalla_hulin_stang_2015, title={Experimental and numerical investigation of the FRP shear mechanism for concrete sandwich panels}, volume={19}, DOI={10.1061/(asce)cc.1943-5614.0000554}, number={5}, journal={Journal of Composites for Construction}, author={Hodicky, K. and Sopal, G. and Rizkalla, S. and Hulin, T. and Stang, H.}, year={2015} }
 @article{lunn_lucier_rizkalla_cleland_gleich_2015, title={New generation of precast concrete double tees reinforced with carbon-fiber reinforced polymer grid}, volume={60}, ISSN={0887-9672}, url={http://dx.doi.org/10.15554/pcij.07012015.37.48}, DOI={10.15554/pcij.07012015.37.48}, number={4}, journal={PCI Journal}, publisher={Precast/Prestressed Concrete Institute}, author={Lunn, Dillon and Lucier, Gregory and Rizkalla, Sami and Cleland, Ned and Gleich, Harry}, year={2015}, month={Jul}, pages={37–48} }
 @article{tabrizi_kazem_rizkalla_kobayashi_2015, title={New small-diameter CFRP material for flexural strengthening of steel bridge girders}, volume={95}, DOI={10.1016/j.conbuildmat.2015.07.109}, journal={Construction & Building Materials}, author={Tabrizi, S. and Kazem, H. and Rizkalla, S. and Kobayashi, A.}, year={2015}, pages={748–756} }
 @article{cholake_moran_bai_raman_zhao_rizkalla_bandyopadhyay_2015, title={Physico-Chemical Characterization of Novel Epoxy Matrix System Reinforced with Recycled Short Milled Carbon Fibre}, volume={03}, ISSN={2327-4077 2327-4085}, url={http://dx.doi.org/10.4236/jmmce.2015.35040}, DOI={10.4236/jmmce.2015.35040}, number={05}, journal={Journal of Minerals and Materials Characterization and Engineering}, publisher={Scientific Research Publishing, Inc,}, author={Cholake, Sagar T. and Moran, Grainne and Bai, Yu and Raman, R. K. Singh and Zhao, X. L. and Rizkalla, Sami and Bandyopadhyay, Sri}, year={2015}, pages={373–389} }
 @article{high_seliem_el-safty_rizkalla_2015, title={Use of basalt fibers for concrete structures}, volume={96}, ISSN={0950-0618}, url={http://dx.doi.org/10.1016/J.CONBUILDMAT.2015.07.138}, DOI={10.1016/J.CONBUILDMAT.2015.07.138}, journal={Construction and Building Materials}, publisher={Elsevier BV}, author={High, Cory and Seliem, Hatem M. and El-Safty, Adel and Rizkalla, Sami H.}, year={2015}, month={Oct}, pages={37–46} }
 @article{lunn_rizkalla_2014, title={Design of FRP-strengthened infill-masonry walls subjected to out-of-plane loading}, volume={18}, DOI={10.1061/(asce)cc.1943-5614.0000412}, number={3}, journal={Journal of Composites for Construction}, author={Lunn, D. S. and Rizkalla, S. H.}, year={2014} }
 @misc{zhao_bai_al-mahaidi_rizkalla_2014, title={Effect of dynamic loading and environmental conditions on the bond between CFRP and steel: state-of-the-art review}, volume={18}, DOI={10.1061/(asce)cc.1943-5614.0000419}, number={3}, journal={Journal of Composites for Construction}, author={Zhao, X. L. and Bai, Y. and Al-Mahaidi, R. and Rizkalla, S.}, year={2014} }
 @article{cholake_mada_raman_bai_zhao_rizkalla_bandyopadhyay_2014, title={Quantitative analysis of curing mechanisms of epoxy resin by mid- and near-fourier transform infra red spectroscopy}, volume={64}, DOI={10.14429/dsj.64.7326}, number={3}, journal={Defence Science Journal}, author={Cholake, S. T. and Mada, M. R. and Raman, R. K. S. and Bai, Y. and Zhao, X. L. and Rizkalla, S. and Bandyopadhyay, S.}, year={2014}, pages={314–321} }
 @article{liu_zhao_bai_singh_rizkalla_bandyopadhyay_2014, title={The Effect of Elevated Temperature on the Bond Between High Modulus Carbon Fibre-Reinforced Polymer Sheet and Steel}, volume={15}, DOI={10.7158/13287982.2014.11465170}, number={4}, journal={Australian Journal of Structural Engineering}, author={Liu, H. and Zhao, X. and Bai, Y. and Singh, R. and Rizkalla, S. and Bandyopadhyay, S.}, year={2014}, month={Jul}, pages={355–366} }
 @article{storm_rizkalla_zia_2013, title={Effects of production practices on camber of prestressed concrete bridge girders Response}, journal={PCI Journal}, author={Storm, T. K. and Rizkalla, S. H. and Zia, P. Z.}, year={2013}, pages={143–144} }
 @article{hassan_mantawy_soliman_sherif_rizkalla_2012, title={Bond characteristics and shear behavior of concrete beams reinforced with high-strength steel reinforcement}, volume={15}, DOI={10.1260/1369-4332.15.2.303}, number={2}, journal={Advances in Structural Engineering}, author={Hassan, T. K. and Mantawy, A. and Soliman, J. and Sherif, A. and Rizkalla, S. H.}, year={2012}, pages={303–318} }
 @article{hosny_seliem_rizkalla_zia_2012, title={Development length of unconfined conventional and high-strength steel reinforcing bars}, volume={109}, DOI={10.14359/51684043}, number={5}, journal={ACI Structural Journal}, author={Hosny, A. and Seliem, H. M. and Rizkalla, S. H. and Zia, P.}, year={2012}, pages={655–664} }
 @article{klein_rizkalla_zia_lucier_2012, title={Development of a rational design methodology for precast concrete slender spandrel beams}, journal={PCI Journal}, author={Klein, G. and Rizkalla, S. and Zia, P. and Lucier, G.}, year={2012}, pages={182–186} }
 @article{mosavi_seracino_rizkalla_2012, title={Effect of temperature on daily modal variability of a steel-concrete composite bridge}, volume={17}, DOI={10.1061/(asce)be.1943-5592.0000372}, number={6}, journal={Journal of Bridge Engineering (ASCE)}, author={Mosavi, A. A. and Seracino, R. and Rizkalla, S.}, year={2012}, pages={979–983} }
 @article{mosavi_dickey_seracino_rizkalla_2012, title={Identifying damage locations under ambient vibrations utilizing vector autoregressive models and Mahalanobis distances}, volume={26}, DOI={10.1016/j.ymssp.2011.06.009}, journal={Mechanical Systems and Signal Processing}, author={Mosavi, A. A. and Dickey, D. and Seracino, R. and Rizkalla, S.}, year={2012}, pages={254–267} }
 @article{rizkalla_lucier_dawood_2012, title={Innovative use of FRP for the precast concrete industry}, volume={15}, DOI={10.1260/1369-4332.15.4.565}, number={4}, journal={Advances in Structural Engineering}, author={Rizkalla, S. and Lucier, G. and Dawood, M.}, year={2012}, pages={565–574} }
 @article{heiser_hosny_rizkalla_zia_2011, title={Bond and shear behavior of concrete beams containing lightweight synthetic particles}, volume={108}, DOI={10.14359/51683368}, number={6}, journal={ACI Structural Journal}, author={Heiser, M. J. and Hosny, A. and Rizkalla, S. H. and Zia, P.}, year={2011}, pages={698–705} }
 @article{lucier_walter_rizkalla_zia_klein_2011, title={Development of a rational design methodology for precast concrete slender spandrel beams: Part 1, experimental results}, volume={56}, ISSN={0887-9672}, url={http://dx.doi.org/10.15554/pcij.03012011.88.112}, DOI={10.15554/pcij.03012011.88.112}, number={2}, journal={PCI Journal}, publisher={Precast/Prestressed Concrete Institute}, author={Lucier, Gregory and Walter, Catrina and Rizkalla, Sami and Zia, Paul and Klein, Gary}, year={2011}, month={Mar}, pages={88–112} }
 @article{lucier_walter_rizkalla_zia_klein_2011, title={Development of a rational design methodology for precast concrete slender spandrel beams: Part 2, analysis and design guidelines}, DOI={10.15554/pcij.09012011.106.133}, journal={PCI Journal}, author={Lucier, G. and Walter, C. and Rizkalla, S. and Zia, P. and Klein, G.}, year={2011}, pages={106–133} }
 @article{el-hacha_mirmiran_cook_rizkalla_2011, title={Effectiveness of Surface-Applied Corrosion Inhibitors for Concrete Bridges}, volume={23}, ISSN={0899-1561 1943-5533}, url={http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0000163}, DOI={10.1061/(ASCE)MT.1943-5533.0000163}, number={3}, journal={Journal of Materials in Civil Engineering}, publisher={American Society of Civil Engineers (ASCE)}, author={El-Hacha, Raafat and Mirmiran, Amir and Cook, Anna and Rizkalla, Sami}, year={2011}, month={Mar}, pages={271–280} }
 @article{soong_raghavan_rizkalla_2011, title={Fundamental mechanisms of bonding of glass fiber reinforced polymer reinforcement to concrete}, volume={25}, DOI={10.1016/j.conbuildmat.2010.12.054}, number={6}, journal={Construction & Building Materials}, author={Soong, W. H. and Raghavan, J. and Rizkalla, S. H.}, year={2011}, pages={2813–2821} }
 @article{hassan_lucier_rizkalla_2011, title={Splice strength of large diameter, high strength steel reinforcing bars}, ISSN={0950-0618}, url={http://dx.doi.org/10.1016/j.conbuildmat.2011.06.013}, DOI={10.1016/j.conbuildmat.2011.06.013}, journal={Construction and Building Materials}, publisher={Elsevier BV}, author={Hassan, Tarek K. and Lucier, Gregory W. and Rizkalla, Sami H.}, year={2011}, month={Jul} }
 @article{lunn_rizkalla_2011, title={Strengthening of infill masonry walls with FRP materials}, volume={15}, DOI={10.1061/(asce)cc.1943-5614.0000088}, number={2}, journal={Journal of Composites for Construction}, author={Lunn, D. S. and Rizkalla, S. H.}, year={2011}, pages={206–214} }
 @article{hassan_rizkalla_2010, title={Analysis and design guidelines of precast, prestressed concrete, composite load-bearing sandwich wall panels reinforced with CFRP grid}, volume={55}, ISSN={0887-9672}, url={http://dx.doi.org/10.15554/pcij.03012010.147.162}, DOI={10.15554/pcij.03012010.147.162}, number={2}, journal={PCI Journal}, publisher={Precast/Prestressed Concrete Institute}, author={Hassan, Tarek K. and Rizkalla, Sami H.}, year={2010}, month={Mar}, pages={147–162} }
 @article{schnerch_rizkalla_2010, title={Closure to "Flexural strengthening of steel bridges with high modulus CFRP Strips" by David Schnerch and Sami Rizkalla}, volume={15}, DOI={10.1061/(asce)be.1943-5592.0000062}, number={1}, journal={Journal of Bridge Engineering (ASCE)}, author={Schnerch, D. and Rizkalla, S.}, year={2010}, pages={118–118} }
 @article{mertol_rizkalla_zia_mirmiran_2010, title={Creep and shrinkage behavior of high-strength concrete and minimum reinforcement ratio for bridge columns}, volume={55}, ISSN={0887-9672}, url={http://dx.doi.org/10.15554/pcij.06012010.138.154}, DOI={10.15554/pcij.06012010.138.154}, number={3}, journal={PCI Journal}, publisher={Precast/Prestressed Concrete Institute}, author={Mertol, Halit Cenan and Rizkalla, Sami and Zia, Paul and Mirmiran, Amir}, year={2010}, month={Jun}, pages={138–154} }
 @article{dawood_rizkalla_2010, title={Environmental durability of a CFRP system for strengthening steel structures}, volume={24}, DOI={10.1016/j.conbuildmat.2010.02.023}, number={9}, journal={Construction & Building Materials}, author={Dawood, M. and Rizkalla, S.}, year={2010}, pages={1682–1689} }
 @article{jiang_dawood_peters_rizkalla_2010, title={Global and local fiber optic sensors for health monitoring of civil engineering infrastructure retrofit with FRP materials}, volume={9}, DOI={10.1177/1475921709352989}, number={4}, journal={Structural Health Monitoring}, author={Jiang, G. L. and Dawood, M. and Peters, K. and Rizkalla, S.}, year={2010}, pages={309–322} }
 @article{dawood_taylor_ballew_rizkalla_2010, title={Static and fatigue bending behavior of pultruded GFRP sandwich panels with through-thickness fiber insertions}, volume={41}, DOI={10.1016/j.compositesb.2010.02.006}, number={5}, journal={Composites. Part B, Engineering}, author={Dawood, M. and Taylor, E. and Ballew, W. and Rizkalla, S.}, year={2010}, pages={363–374} }
 @inproceedings{mosavi_dickey_seracino_rizkalla_2010, title={Time-series models for identifying damage location in structural members subjected to ambient vibrations}, volume={7650}, booktitle={Health monitoring of structural and biological systems 2010, pts 1 and 2}, author={Mosavi, A. A. and Dickey, D. and Seracino, R. and Rizkalla, S. H.}, year={2010} }
 @article{dawood_taylor_rizkalla_2010, title={Two-way bending behavior of 3-D GFRP sandwich panels with through-thickness fiber insertions}, volume={92}, DOI={10.1016/j.compstruct.2009.09.040}, number={4}, journal={Composite Structures}, author={Dawood, M. and Taylor, E. and Rizkalla, S.}, year={2010}, pages={950–963} }
 @article{munikrishna_hosny_rizkalla_zia_2010, title={behavior of concrete beams reinforced with ASTM A1035 grade 100 stirrups under shear}, volume={108}, number={1}, journal={ACI Structural Journal}, author={Munikrishna, A. and Hosny, A. and Rizkalla, S. and Zia, P.}, year={2010}, pages={34–41} }
 @article{sumpter_rizkalla_zia_2009, title={Behavior of high-performance steel as shear reinforcement for concrete beams}, volume={106}, number={2}, journal={ACI Structural Journal}, author={Sumpter, M. S. and Rizkalla, S. H. and Zia, P.}, year={2009}, pages={171–177} }
 @inproceedings{lanier_schnerch_rizkalla_2009, title={Behavior of steel monopoles strengthened with high-modulus CFRP materials}, volume={47}, DOI={10.1016/j.tws.2008.10.010}, number={10}, booktitle={Thin-Walled Structures}, author={Lanier, B. and Schnerch, D. and Rizkalla, S.}, year={2009}, pages={1037–1047} }
 @article{seliem_hosny_rizkalla_zia_briggs_miller_darwin_browning_glass_hoyt_et al._2009, title={Bond characteristics of ASTM A1035 steel reinforcing bars}, volume={106}, number={4}, journal={ACI Structural Journal}, author={Seliem, H. M. and Hosny, A. and Rizkalla, S. and Zia, P. and Briggs, M. and Miller, S. and Darwin, D. and Browning, J. and Glass, G. M. and Hoyt, K. and et al.}, year={2009}, pages={530–539} }
 @article{dawood_guddati_rizkalla_2009, title={Effective splices for a carbon fiber-reinforced polymer strengthening system for steel bridges and structures}, DOI={10.3141/2131-12}, number={2131}, journal={Transportation Research Record}, author={Dawood, M. and Guddati, M. and Rizkalla, S.}, year={2009}, pages={125–133} }
 @article{rizkalla_zia_mirmiran_russell_mast_2009, title={Proposal for concrete compressive strength up to 18 ksi (124 Mpa) for bridge design}, number={2131}, journal={Transportation Research Record}, author={Rizkalla, S. and Zia, P. and Mirmiran, A. and Russell, H. G. and Mast, R.}, year={2009}, pages={59–67} }
 @article{logan_choi_mirmiran_rizkalla_zia_2009, title={Short-term mechanical properties of high-strength concrete}, volume={106}, number={5}, journal={ACI Materials Journal}, author={Logan, A. and Choi, W. and Mirmiran, A. and Rizkalla, S. and Zia, P.}, year={2009}, pages={413–418} }
 @article{rosenboom_walter_rizkalla_2009, title={Strengthening of prestressed concrete girders with composites: Installation, design and inspection}, volume={23}, DOI={10.1016/j.conbuildmat.2007.11.010}, number={4}, journal={Construction & Building Materials}, author={Rosenboom, O. and Walter, C. and Rizkalla, S.}, year={2009}, pages={1495–1507} }
 @article{choi_rizkalla_zia_mirmiran_2008, title={Behavior and design of high-strength prestressed concrete girders}, volume={53}, DOI={10.15554/pcij.09012008.54.69}, number={5}, journal={PCI Journal}, author={Choi, W. C. and Rizkalla, S. and Zia, P. and Mirmiran, A.}, year={2008}, pages={54–69} }
 @article{seliem_lucier_rizkalla_zia_2008, title={Behavior of concrete bridge decks reinforced with high-performance steel}, volume={105}, DOI={10.14359/19071}, number={1}, journal={ACI Structural Journal}, author={Seliem, H. M. and Lucier, G. and Rizkalla, S. H. and Zia, P.}, year={2008}, pages={78–86} }
 @article{mertol_rizkalla_zia_mirmiran_2008, title={Characteristics of compressive stress distribution in high-strength concrete}, volume={105}, number={5}, journal={ACI Structural Journal}, author={Mertol, H. C. and Rizkalla, S. and Zia, P. and Mirmiran, A.}, year={2008}, pages={626–633} }
 @article{rizkalla_dawood_schnerch_2008, title={Development of a carbon fiber reinforced polymer system for strengthening steel structures}, volume={39}, ISSN={1359-835X}, url={http://dx.doi.org/10.1016/j.compositesa.2007.10.009}, DOI={10.1016/j.compositesa.2007.10.009}, number={2}, journal={Composites Part A: Applied Science and Manufacturing}, publisher={Elsevier BV}, author={Rizkalla, Sami and Dawood, Mina and Schnerch, David}, year={2008}, month={Feb}, pages={388–397} }
 @article{rosenboom_rizkalla_2008, title={Experimental study of intermediate crack debonding in fiber-reinforced polymer strengthened beams}, volume={105}, DOI={10.14359/19067}, number={1}, journal={ACI Structural Journal}, author={Rosenboom, O. and Rizkalla, S. H.}, year={2008}, pages={41–50} }
 @article{mast_dawood_rizkalla_zia_2008, title={Flexural strength design of concrete beams reinforced with high-strength steel bars}, volume={105}, number={5}, journal={ACI Structural Journal}, author={Mast, R. F. and Dawood, M. and Rizkalla, S. H. and Zia, P.}, year={2008}, pages={570–577} }
 @article{schnerch_rizkalla_2008, title={Flexural strengthening of steel bridges with high modulus CFRP strips}, volume={13}, DOI={10.1061/(ASCE)1084-0702(2008)13:2(192)}, number={2}, journal={Journal of Bridge Engineering (ASCE)}, author={Schnerch, D. and Rizkalla, S.}, year={2008}, pages={192–201} }
 @article{reis_rizkalla_2008, title={Material characteristics of 3-D FRP sandwich panels}, volume={22}, DOI={10.1016/j.conbuildmat.2007.03.023}, number={6}, journal={Construction & Building Materials}, author={Reis, E. M. and Rizkalla, S. H.}, year={2008}, pages={1009–1018} }
 @article{rosenboom_rizkalla_2008, title={Modeling of IC debonding of FRP-strengthened concrete flexural members}, volume={12}, DOI={10.1061/(ASCE)1090-0268(2008)12:2(168)}, number={2}, journal={Journal of Composites for Construction}, author={Rosenboom, O. and Rizkalla, S.}, year={2008}, pages={168–179} }
 @article{hassan_vickery_rizkalla_2008, title={Properties of adhesives and CPVC materials proposed for steel tank lining}, volume={28}, DOI={10.1016/j.ijadhadh.2007.05.002}, number={1-2}, journal={International Journal of Adhesion and Adhesives}, author={Hassan, T. K. and Vickery, J. D. and Rizkalla, S. H.}, year={2008}, pages={77–90} }
 @article{hassan_seliem_dwairi_rizkalla_zia_2008, title={Shear behavior of large concrete beams reinforced with high-strength steel}, volume={105}, number={2}, journal={ACI Structural Journal}, author={Hassan, T. K. and Seliem, H. M. and Dwairi, H. and Rizkalla, S. H. and Zia, P.}, year={2008}, pages={173–179} }
 @article{dawood_rizkalla_sumner_2007, title={Fatigue and overloading Behavior of steel-concrete composite flexural members strengthened with high modulus CFRP materials}, volume={11}, DOI={10.1061/(ASCE)1090-0268(2007)11:6(659)}, number={6}, journal={Journal of Composites for Construction}, author={Dawood, M. and Rizkalla, S. and Sumner, E.}, year={2007}, pages={659–669} }
 @article{rosenboom_hassan_rizkalla_2007, title={Flexural behavior of aged prestressed concrete girders strengthened with various FRP systems}, volume={21}, ISSN={0950-0618}, url={http://dx.doi.org/10.1016/j.conbuildmat.2006.06.007}, DOI={10.1016/j.conbuildmat.2006.06.007}, number={4}, journal={Construction and Building Materials}, publisher={Elsevier BV}, author={Rosenboom, Owen and Hassan, Tare K. and Rizkalla, Sami}, year={2007}, month={Apr}, pages={764–776} }
 @misc{dawood_rizkalla_gleich_2007, title={Galvanic corrosion rare with proper detailing}, volume={52}, number={5}, journal={PCI Journal}, author={Dawood, M. and Rizkalla, S. and Gleich, H.}, year={2007}, pages={27–29} }
 @article{fam_rizkalla_2007, title={Laboratory simulation of impact loading on laminated glass for ice hockey arenas}, volume={31}, DOI={10.1111/j.1747-1567.2007.00181.x}, number={5}, journal={Experimental Techniques}, author={Fam, A. and Rizkalla, S.}, year={2007}, pages={46–52} }
 @article{hassan_lucier_rizkalla_zia_2007, title={Modeling of L-shaped, precast, prestressed concrete spandrels}, volume={52}, DOI={10.15554/pcij.03012007.78.92}, number={2}, journal={PCI Journal}, author={Hassan, T. and Lucier, G. and Rizkalla, S. and Zia, P.}, year={2007}, pages={78–92} }
 @article{lucier_rizkalla_zia_klein_2007, title={Precast Concrete, L-Shaped Spandrels Revisited: Full-Scale Tests}, volume={52}, ISSN={0887-9672}, url={http://dx.doi.org/10.15554/pcij.03012007.62.76}, DOI={10.15554/pcij.03012007.62.76}, number={2}, journal={PCI Journal}, publisher={Precast/Prestressed Concrete Institute}, author={Lucier, Gregory and Rizkalla, Sami and Zia, Paul and Klein, Gary}, year={2007}, month={Mar}, pages={62–76} }
 @article{schnerch_dawood_rizkalla_sumner_2007, title={Proposed design guidelines for strengthening of steel bridges with FRP materials}, volume={21}, DOI={10.1016/j.conbuildmat.2006.03.003}, number={5}, journal={Construction & Building Materials}, author={Schnerch, D. and Dawood, M. and Rizkalla, S. and Sumner, E.}, year={2007}, pages={1001–1010} }
 @misc{lucier_hassan_rizkalla_klein_zia_2007, title={Stirrups for torsion resistance prompt questions - Authors' response}, volume={52}, number={4}, journal={PCI Journal}, author={Lucier, G. and Hassan, T. and Rizkalla, S. and Klein, G. and Zia, P.}, year={2007}, pages={14–14} }
 @article{fawzia_al-mahaidi_zhao_rizkalla_2007, title={Strengthening of circular hollow steel tubular sections using high modulus CFRP sheets}, volume={21}, DOI={10.1016/j.conbuildmat.2006.06.014}, number={4}, journal={Construction & Building Materials}, author={Fawzia, S. and Al-Mahaidi, R. and Zhao, X. L. and Rizkalla, S.}, year={2007}, pages={839–845} }
 @article{rosenboom_rizkalla_2006, title={Behavior of prestressed concrete strengthened with various CFRP systems subjected to fatigue loading}, volume={10}, DOI={10.1061/(ASCE)1090-0268(2006)10:6(492)}, number={6}, journal={Journal of Composites for Construction}, author={Rosenboom, O. and Rizkalla, S.}, year={2006}, pages={492–502} }
 @article{schnerch_dawood_rizkalla_sumner_stanford_2006, title={Bond behavior of CFRP strengthened steel structures}, volume={9}, DOI={10.1260/136943306779369464}, number={6}, journal={Advances in Structural Engineering}, author={Schnerch, D. and Dawood, M. and Rizkalla, S. and Sumner, E. and Stanford, K.}, year={2006}, pages={805–817} }
 @article{el-hacha_el-agroudy_rizkalla_2006, title={Bond characteristics of high-strength steel reinforcement}, volume={103}, DOI={10.14359/18227}, number={6}, journal={ACI Structural Journal}, author={El-Hacha, R. and El-Agroudy, H. and Rizkalla, S. H.}, year={2006}, pages={771–782} }
 @inbook{dawood_sumner_rizkalla_2006, place={Dordrecht}, series={Solid Mechanics and Its Applications}, title={Fundamental Characteristics of New High Modulus CFRP Materials for Strengthening Steel Bridges and Structures}, ISBN={9781402048906}, url={http://dx.doi.org/10.1007/1-4020-4891-2_18}, DOI={10.1007/1-4020-4891-2_18}, booktitle={Advances in Engineering Structures, Mechanics & Construction}, publisher={Springer Netherlands}, author={Dawood, Mina and Sumner, Emmett and Rizkalla, Sami}, editor={Pandey, M. and Xie, W.C. and Xu, L.Editors}, year={2006}, month={Feb}, pages={215–226}, collection={Solid Mechanics and Its Applications} }
 @article{fam_witt_rizkalla_2006, title={Repair of damaged aluminum truss joints of highway overhead sign structures using FRP}, volume={20}, DOI={10.1016/j.conbuildmat.2005.06.014}, number={10}, journal={Construction & Building Materials}, author={Fam, A. and Witt, S. and Rizkalla, S.}, year={2006}, pages={948–956} }
 @article{fam_rizkalla_2006, title={Structural performance of laminated and unlaminated tempered glass under monotonic transverse loading}, volume={20}, DOI={10.1016/j.conbuildmat.2005.01.051}, number={9}, journal={Construction & Building Materials}, author={Fam, A. Z. and Rizkalla, S. H.}, year={2006}, pages={761–768} }
 @article{fam_manda_rizkalla_2005, title={Rectangular filament-wound glass fiber reinforced polymer tubes filled with concrete under flexural and axial loading: Analytical modeling}, volume={9}, DOI={10.1061/(ASCE)1090-0268(2005)9:1(34)}, number={1}, journal={Journal of Composites for Construction}, author={Fam, A. and Manda, S. and Rizkalla, S.}, year={2005}, pages={34–43} }
 @article{fam_schnerch_rizkalla_2005, title={Rectangular filament-wound glass fiber reinforced polymer tubes filled with concrete under flexural and axial loading: Experimental investigation}, volume={9}, DOI={10.1061/(ASCE)1090-0268(2005)9:1(25)}, number={1}, journal={Journal of Composites for Construction}, author={Fam, A. and Schnerch, D. and Rizkalla, S.}, year={2005}, pages={25–33} }
 @article{hassan_rizkalla_2004, title={Bond mechanism of near-surface-mounted fiber-reinforced polymer bars for flexural strengthening of concrete structures}, volume={101}, DOI={10.14359/13458}, number={6}, journal={ACI Structural Journal}, author={Hassan, T. K. and Rizkalla, S. H.}, year={2004}, pages={830–839} }
 @article{fam_qie_rizkalla_2004, title={Concrete-filled steel tubes subjected to axial compression and lateral cyclic loads}, volume={130}, DOI={10.1061/(asce)0733-9445(2004)130:4(631)}, number={4}, journal={Journal of Structural Engineering (New York, N.Y.)}, author={Fam, A. and Qie, F. S. and Rizkalla, S.}, year={2004}, pages={631–640} }
 @article{el-hacha_rizkalla_2004, title={Near-surface-mounted fiber-reinforced polymer reinforcements for flexural strengthening of concrete structures}, volume={101}, DOI={10.14359/13394}, number={5}, journal={ACI Structural Journal}, author={El-Hacha, R. and Rizkalla, S. H.}, year={2004}, pages={717–726} }
 @inbook{schnerch_stanford_sumner_rizkalla_2004, title={Strengthening steel structures and bridges with high-modulus carbon fiber-reinforced polymers: Resin selection and scaled monopole behavior}, ISBN={0309094879}, DOI={10.3141/1892-25}, number={1892}, booktitle={Design of structures, 2004}, publisher={Washington, DC: Transportation Research Board}, author={Schnerch, D. and Stanford, K. and Sumner, E. A. and Rizkalla, S.}, year={2004}, pages={237–245} }
 @article{becque_patnaik_rizkalla_2003, title={Analytical models for concrete confined with FRP tubes}, volume={7}, DOI={10.1061/(ASCE)1090-0268(2003)7:1(31)}, number={1}, journal={Journal of Composites for Construction}, author={Becque, J. and Patnaik, A. K. and Rizkalla, S. H.}, year={2003}, pages={31–38} }
 @article{rizkalla_hassan_hassan_2003, title={Design recommendations for the use of FRP for reinforcement and strengthening of concrete structures}, volume={5}, ISSN={1365-0556 1528-2716}, url={http://dx.doi.org/10.1002/pse.139}, DOI={10.1002/pse.139}, number={1}, journal={Progress in Structural Engineering and Materials}, publisher={Wiley}, author={Rizkalla, Sami and Hassan, Tarek and Hassan, Nahla}, year={2003}, month={Jan}, pages={16–28} }
 @article{fam_flisak_rizkalla_2003, title={Experimental and analytical modeling of concrete-filled fiber- reinforced polymer tubes subjected to combined bending and axial loads}, volume={100}, DOI={10.14359/12659}, number={4}, journal={ACI Structural Journal}, author={Fam, A. and Flisak, B. and Rizkalla, S.}, year={2003}, pages={499–509} }
 @article{williams_shehata_rizkalla_2003, title={Filament-wound glass fiber reinforced polymer bridge deck modules}, volume={7}, DOI={10.1061/(ASCE)1090-0268(2003)7:3(266)}, number={3}, journal={Journal of Composites for Construction}, author={Williams, B. and Shehata, E. and Rizkalla, S. H.}, year={2003}, pages={266–273} }
 @article{hassan_rizkalla_2003, title={Investigation of bond in concrete structures strengthened with near surface mounted carbon fiber reinforced polymer strips}, volume={7}, DOI={10.1061/(ASCE)1090-0268(2003)7:3(248)}, number={3}, journal={Journal of Composites for Construction}, author={Hassan, T. and Rizkalla, S.}, year={2003}, pages={248–257} }
 @article{fam_rizkalla_2003, title={Large scale testing and analysis of hybrid concrete/composite tubes for circular beam-column applications}, volume={17}, ISSN={0950-0618}, url={http://dx.doi.org/10.1016/s0950-0618(03)00048-5}, DOI={10.1016/s0950-0618(03)00048-5}, number={6-7}, journal={Construction and Building Materials}, publisher={Elsevier BV}, author={Fam, Amir and Rizkalla, Sami}, year={2003}, month={Sep}, pages={507–516} }
 @article{rizkalla_hassan_2002, title={Effectiveness of FRP for Strengthening Concrete Bridges}, volume={12}, ISSN={1016-8664 1683-0350}, url={http://dx.doi.org/10.2749/101686602777965577}, DOI={10.2749/101686602777965577}, number={2}, journal={Structural Engineering International}, publisher={Informa UK Limited}, author={Rizkalla, Sami and Hassan, Tarek}, year={2002}, month={May}, pages={89–95} }
 @article{bakis_bank_brown_cosenza_davalos_lesko_machida_rizkalla_triantafillou_2002, title={Fiber-reinforced polymer composites for construction-state-of- the-art review}, volume={6}, DOI={10.1061/(ASCE)1090-0268(2002)6:2(73)}, number={2}, journal={Journal of Composites for Construction}, author={Bakis, C. E. and Bank, L. C. and Brown, V. L. and Cosenza, E. and Davalos, J. F. and Lesko, J. J. and Machida, A. and Rizkalla, S. H. and Triantafillou, T. C.}, year={2002}, pages={73–87} }
 @article{fam_rizkalla_2002, title={Flexural Behavior of concrete-filled fiber-reinforced polymer circular tubes}, volume={6}, DOI={10.1061/(ASCE)1090-0268(2002)6:2(123)}, number={2}, journal={Journal of Composites for Construction}, author={Fam, A. Z. and Rizkalla, S. H.}, year={2002}, pages={123–132} }
 @article{hassan_rizkalla_2002, title={Flexural strengthening of prestressed bridge slabs with FRP systems}, volume={47}, DOI={10.15554/pcij.01012002.76.93}, number={1}, journal={PCI Journal}, author={Hassan, T. and Rizkalla, S.}, year={2002}, pages={76–93} }
 @article{fam_musiker_kowalsky_rizkalla_2002, title={In-plane testing of damaged masonry wall repaired with FRP}, volume={11}, DOI={10.1177/096369350201100602}, number={6}, journal={Advanced Composites Letters}, author={Fam, A. and Musiker, D. and Kowalsky, M. and Rizkalla, S.}, year={2002}, pages={277–283} }
 @article{gentile_svecova_rizkalla_2002, title={Timber beams strengthened with GFRP bars: Development and applications}, volume={6}, DOI={10.1061/(ASCE)1090-0268(2002)6:1(11)}, number={1}, journal={Journal of Composites for Construction}, author={Gentile, C. and Svecova, D. and Rizkalla, S. H.}, year={2002}, pages={11–20} }
 @article{fam_rizkalla_2001, title={Behavior of axially loaded concrete-filled circular fiber-reinforced polymer tubes}, volume={98}, DOI={10.14359/10217}, number={3}, journal={ACI Structural Journal}, author={Fam, A. Z. and Rizkalla, S. H.}, year={2001}, pages={280–289} }
 @article{fam_rizkalla_2001, title={Confinement model for axially loaded concrete confined by circular fiber-reinforced polymer tubes}, volume={98}, DOI={10.14359/10288}, number={4}, journal={ACI Structural Journal}, author={Fam, A. Z. and Rizkalla, S. H.}, year={2001}, pages={451–461} }
 @article{eddie_shalaby_rizkalla_2001, title={Glass fiber-reinforced polymer dowels for concrete pavements}, volume={98}, DOI={10.14359/10188}, number={2}, journal={ACI Structural Journal}, author={Eddie, D. and Shalaby, A. and Rizkalla, S.}, year={2001}, pages={201–206} }
 @article{tennyson_mufti_rizkalla_tadros_benmokrane_2001, title={Structural health monitoring of innovative bridges in Canada with fiber optic sensors}, volume={10}, ISSN={0964-1726 1361-665X}, url={http://dx.doi.org/10.1088/0964-1726/10/3/320}, DOI={10.1088/0964-1726/10/3/320}, number={3}, journal={Smart Materials and Structures}, publisher={IOP Publishing}, author={Tennyson, R C and Mufti, A A and Rizkalla, S and Tadros, G and Benmokrane, B}, year={2001}, month={Jun}, pages={560–573} }
 @article{hassan_abdelrahman_tadros_rizkalla_2000, title={Fibre reinforced polymer reinforcing bars for bridge decks}, volume={27}, ISSN={0315-1468 1208-6029}, url={http://dx.doi.org/10.1139/l99-098}, DOI={10.1139/l99-098}, abstractNote={ This paper describes the behaviour of two full-scale models of a portion of highway bridge slab reinforced with fibre reinforced polymer (FRP) reinforcement. The first slab was reinforced totally with carbon FRP (CFRP), and the second slab was reinforced with hybrid glass FRP (GFRP) and steel reinforcement. The models were tested under static loading up to failure using a concentrated load acting on each span of the continuous slab and the two cantilevers to simulate the effect of a truck wheel load. Load-deflection behaviour, crack patterns, strain distribution, and failure mode are reported. The measured values are compared to values calculated using nonlinear finite element analysis model. The accuracy of the nonlinear finite element analysis is demonstrated using independent test results conducted by others. The analytical model is used to examine the influence of various parameters, including the type of reinforcement, boundary conditions, and reinforcement ratio. Based on serviceability and ultimate capacity requirements, reinforcement ratios for using CFRP and GFRP reinforcement for typical bridge deck slabs are recommended.Key words: bridges, deflection, FRP, reinforcement, concrete, punching, slabs, shear, finite element model, strain. }, number={5}, journal={Canadian Journal of Civil Engineering}, publisher={Canadian Science Publishing}, author={Hassan, T and Abdelrahman, A and Tadros, G and Rizkalla, S}, year={2000}, month={Oct}, pages={839–849} }
 @article{shehata_morphy_rizkalla_2000, title={Fibre reinforced polymer shear reinforcement for concrete members: behaviour and design guidelines}, volume={27}, ISSN={0315-1468 1208-6029}, url={http://dx.doi.org/10.1139/l00-004}, DOI={10.1139/l00-004}, abstractNote={ This paper describes an experimental program conducted to examine the structural performance of fibre reinforced polymer (FRP) stirrups as shear reinforcement for concrete structures. A total of ten large-scale reinforced concrete beams were tested to investigate the contribution of the FRP stirrups in a beam mechanism. The ten beams included four beams reinforced with carbon fibre reinforced polymer (CFRP) stirrups, four beams reinforced with glass fibre reinforced polymer (GFRP) stirrups, one beam reinforced with steel stirrups, and one control beam without shear reinforcement. The variables were the material type of stirrups, the material type of the flexural reinforcement, and the stirrup spacing. Due to the unidirectional characteristics of FRP, significant reduction in the strength of the stirrup relative to the tensile strength parallel to the fibres is introduced by bending FRP bars into a stirrup configuration and by the kinking action due to inclination of the diagonal shear crack with respect to the direction of the stirrups. A total of 52 specially designed panel specimens were tested to investigate the bend and kinking effect on the capacity of FRP stirrups, along with two control specimens reinforced with steel stirrups. The variables considered in the panel specimens are the material type of the stirrups, the bar diameter, the bend radius, the configuration of the stirrup anchorage, the tail length beyond the bend portion, and the angle of the stirrups. Based on the findings of this investigation, shear design equations for concrete beams reinforced with FRP, appropriate for the Canadian Standards Association (CSA) code, are proposed. The reliability of the proposed equations is evaluated using test results of 118 beams tested by others.Key words: shear, fibre-reinforced polymers, CFRP, cracks, GFRP, kink, stirrups, bend capacity. }, number={5}, journal={Canadian Journal of Civil Engineering}, publisher={Canadian Science Publishing}, author={Shehata, Emile and Morphy, Ryan and Rizkalla, Sami}, year={2000}, month={Oct}, pages={859–872} }
 @article{abdelrahman_rizkalla_1999, title={Deflection Control of Concrete Beams Pretensioned by CFRP Reinforcements}, volume={3}, ISSN={1090-0268 1943-5614}, url={http://dx.doi.org/10.1061/(asce)1090-0268(1999)3:2(55)}, DOI={10.1061/(asce)1090-0268(1999)3:2(55)}, number={2}, journal={Journal of Composites for Construction}, publisher={American Society of Civil Engineers (ASCE)}, author={Abdelrahman, Amr A. and Rizkalla, Sami H.}, year={1999}, month={May}, pages={55–62} }
 @article{shehata_rizkalla_1999, title={Intelligent Sensing for Innovative Bridges}, volume={10}, ISSN={1045-389X 1530-8138}, url={http://dx.doi.org/10.1177/1045389x9901000406}, DOI={10.1177/1045389x9901000406}, number={4}, journal={Journal of Intelligent Material Systems and Structures}, publisher={SAGE Publications}, author={Shehata, Emile and Rizkalla, Sami}, year={1999}, month={Apr}, pages={304–313} }
 @article{xie_kwan_chan_rizkalla_1999, title={Linseed Oil-Based Concrete Surface Treatment for Building and Highway Structures in Hong Kong}, volume={6}, ISSN={1023-697X 2326-3733}, url={http://dx.doi.org/10.1080/1023697x.1999.10667790}, DOI={10.1080/1023697x.1999.10667790}, number={1}, journal={HKIE Transactions}, publisher={The Hong Kong Institution of Engineers}, author={Xie, Y P and Kwan, A K H and Chan, H C and Rizkalla, S H}, year={1999}, month={Jan}, pages={36–41} }
 @article{soudki_rizkalla_uppal_1999, title={Performance of Bridge Timber Ties Under Static and Fatigue Loading}, volume={4}, ISSN={1084-0702 1943-5592}, url={http://dx.doi.org/10.1061/(asce)1084-0702(1999)4:4(263)}, DOI={10.1061/(asce)1084-0702(1999)4:4(263)}, number={4}, journal={Journal of Bridge Engineering}, publisher={American Society of Civil Engineers (ASCE)}, author={Soudki, Khaled A. and Rizkalla, Sami H. and Uppal, A. Shakoor}, year={1999}, month={Nov}, pages={263–268} }
 @article{maaskant_alavie_measures_tadros_rizkalla_guha-thakurta_1997, title={Fiber-optic Bragg grating sensors for bridge monitoring}, volume={19}, ISSN={0958-9465}, url={http://dx.doi.org/10.1016/s0958-9465(96)00040-6}, DOI={10.1016/s0958-9465(96)00040-6}, number={1}, journal={Cement and Concrete Composites}, publisher={Elsevier BV}, author={Maaskant, R. and Alavie, T. and Measures, R.M. and Tadros, G. and Rizkalla, S.H. and Guha-Thakurta, A.}, year={1997}, month={Jan}, pages={21–33} }
 @article{hassan_mohamedien_rizkalla_1997, title={Multibolted Joints for GFRP Structural Members}, volume={1}, ISSN={1090-0268 1943-5614}, url={http://dx.doi.org/10.1061/(asce)1090-0268(1997)1:1(3)}, DOI={10.1061/(asce)1090-0268(1997)1:1(3)}, number={1}, journal={Journal of Composites for Construction}, publisher={American Society of Civil Engineers (ASCE)}, author={Hassan, Nahla K. and Mohamedien, Mohamed A. and Rizkalla, Sami H.}, year={1997}, month={Feb}, pages={3–9} }
 @article{hassan_mohamedien_rizkalla_1997, title={Rational Model for Multibolted Connections for GFRP Members}, volume={1}, ISSN={1090-0268 1943-5614}, url={http://dx.doi.org/10.1061/(asce)1090-0268(1997)1:2(71)}, DOI={10.1061/(asce)1090-0268(1997)1:2(71)}, number={2}, journal={Journal of Composites for Construction}, publisher={American Society of Civil Engineers (ASCE)}, author={Hassan, Nahla K. and Mohamedien, Mohamed A. and Rizkalla, Sami H.}, year={1997}, month={May}, pages={71–78} }
 @article{hassan_mohamedien_rizkalla_1996, title={Finite element analysis of bolted connections for PFRP composites}, volume={27}, ISSN={1359-8368}, url={http://dx.doi.org/10.1016/1359-8368(95)00046-1}, DOI={10.1016/1359-8368(95)00046-1}, number={3-4}, journal={Composites Part B: Engineering}, publisher={Elsevier BV}, author={Hassan, Nahla K. and Mohamedien, Mohamed A. and Rizkalla, Sami H.}, year={1996}, month={Jan}, pages={339–349} }
 @article{rosner_rizkalla_1995, title={Bolted Connections for Fiber-Reinforced Composite Structural Members: Analytical Model and Design Recommendations}, volume={7}, ISSN={0899-1561 1943-5533}, url={http://dx.doi.org/10.1061/(asce)0899-1561(1995)7:4(232)}, DOI={10.1061/(asce)0899-1561(1995)7:4(232)}, number={4}, journal={Journal of Materials in Civil Engineering}, publisher={American Society of Civil Engineers (ASCE)}, author={Rosner, Charles N. and Rizkalla, Sami H.}, year={1995}, month={Nov}, pages={232–238} }
 @article{soudki_rizkalla_leblanc_1995, title={Horizontal Connections for Precast Concrete Shear Walls Subjected to Cyclic Deformations Part 1: Mild Steel Connections}, volume={40}, ISSN={0887-9672}, url={http://dx.doi.org/10.15554/pcij.07011995.78.96}, DOI={10.15554/pcij.07011995.78.96}, number={4}, journal={PCI Journal}, publisher={Precast/Prestressed Concrete Institute}, author={Soudki, Khaled A. and Rizkalla, Sami H. and LeBlanc, Bill}, year={1995}, month={Jul}, pages={78–96} }
 @article{soudki_rizkalla_daikiw_1995, title={Horizontal Connections for Precast Concrete Shear Walls Subjected to Cyclic Deformations Part 2: Prestressed Connections}, volume={40}, ISSN={0887-9672}, url={http://dx.doi.org/10.15554/pcij.09011995.82.96}, DOI={10.15554/pcij.09011995.82.96}, number={5}, journal={PCI Journal}, publisher={Precast/Prestressed Concrete Institute}, author={Soudki, Khaled A. and Rizkalla, Sami H. and Daikiw, Robert W.}, year={1995}, month={Sep}, pages={82–96} }
 @article{wright_shen_rizkalla_1993, title={A three-year field and laboratory evaluation of linseed oil as a concrete sealer}, volume={20}, ISSN={0315-1468 1208-6029}, url={http://dx.doi.org/10.1139/l93-110}, DOI={10.1139/l93-110}, abstractNote={ Sealers are used to enhance concrete durability through their ability to prevent moisture penetration and chloride intrusion, and, consequently, improve the freeze–thaw performance of the concrete and prevent corrosion of the steel reinforcement, respectively. This paper summarizes the results of three years of comprehensive field and laboratory investigations, undertaken at The University of Manitoba, to study the effectiveness of boiled linseed oil and mineral spirits in comparison to a silane and a siloxane sealer. The field investigation examined the performance of the sealers applied to the concrete pavements of a city street, a provincial highway, and an airport apron in Winnipeg, Manitoba. The laboratory investigation included sealer penetration, salt-water absorption and vapour transmission, abrasion, chloride ion intrusion, surface scaling resistance, and rapid freeze–thaw cycling. Test results of the field and laboratory investigation indicated that boiled linseed oil and mineral spirits was the most effective sealer at reducing chloride ion intrusion. It was found that boiled linseed oil and mineral spirits was comparable to siloxane and much more effective than the silane at reducing salt-water absorption. The results also indicated that boiled linseed oil and mineral spirits was most effective at reducing surface scaling and remained effective when subjected to salt-water absorption after abrasion. Key words: concrete sealers, linseed oil, silane, siloxane, absorption, scaling, chloride intrusion. }, number={5}, journal={Canadian Journal of Civil Engineering}, publisher={Canadian Science Publishing}, author={Wright, J. and Shen, Z. and Rizkalla, S.}, year={1993}, month={Oct}, pages={844–854} }
 @article{hutchinson_rizkalla_lau_heuvel_1991, title={Horizontal Post-Tensioned Connections for Precast Concrete Load bearing Shear Wall Panels}, volume={36}, ISSN={0887-9672}, url={http://dx.doi.org/10.15554/pcij.11011991.64.76}, DOI={10.15554/pcij.11011991.64.76}, number={6}, journal={PCI Journal}, publisher={Precast/Prestressed Concrete Institute}, author={Hutchinson, Robin L. and Rizkalla, Sami H. and Lau, Mike and Heuvel, Scott}, year={1991}, month={Nov}, pages={64–76} }
 @article{uppal_pinkney_rizkalla_1990, title={An analytical approach for dynamic response of timber railroad bridges}, volume={17}, ISSN={0315-1468 1208-6029}, url={http://dx.doi.org/10.1139/l90-107}, DOI={10.1139/l90-107}, abstractNote={ In the 1970s, it was reported that there were approximately 3700 track kilometers of timber railroad bridges in the United States and Canada. For short spans, they offer an attractive alternative to other types of bridges, as they are economical, faster to construct, and easy to maintain. Current design practices do not allow an independent consideration of the effects of the dynamic loads in sizing the bridge components, because very little information is available on the subject. Dynamic tests were carried out in 1986 on timber bridge spans at two test sites using test trains consisting of a locomotive unit, two loaded hopper cars, and a caboose. This paper gives a brief description of the analytical approach employed for determining the dynamic response of timber bridge spans under railway vehicles travelling at a constant speed. The model comprises a multi-degree-of-freedom system with each vehicle having bounce, pitch, and roll movements. Two parallel chords, each having its distributed mass lumped at discrete points, were used to idealize the bridge spans. A computer program developed on this basis was used to predict the loads at the wheel–rail interfaces and the vertical displacements at the discrete points on the spans. The predicted loads at wheel–rail interfaces and the maximum vertical displacements were found to be in agreement within about 20% and 16% respectively of the measured values. The program was utilized to study the effect of speed and other factors on the dynamic response of open-deck and ballast-deck bridges. Key words: analytical approach, timber railway bridge, railway locomotive and cars, constant speed, wheel–rail interface, loads, displacements, accelerations, dynamic response. }, number={6}, journal={Canadian Journal of Civil Engineering}, publisher={Canadian Science Publishing}, author={Uppal, A. S. and Pinkney, R. B. and Rizkalla, S. H.}, year={1990}, month={Dec}, pages={952–964} }
 @article{polyzois_charnvarnichborikarn_rizkalla_wong_1990, title={Effect of temperature and galvanization on the compressive strength of cold-formed angles}, volume={17}, ISSN={0315-1468 1208-6029}, url={http://dx.doi.org/10.1139/l90-048}, DOI={10.1139/l90-048}, abstractNote={ An experimental program was conducted at The University of Manitoba to investigate the effect of subfreezing temperatures and galvanization on the compressive strength of cold-formed steel angles. The study involved the testing of 20 cold-formed angles, 55 × 55 × 4 mm, with a slenderness ratio of approximately 70. Equal numbers of galvanized and ungalvanized angles were tested at various temperatures ranging from −45 to 25 °C. The material properties were obtained through 48 standard tension coupon tests conducted at the same temperature range. The results showed that the capacity of the angles measured at temperatures below −40 °C was approximately 8% higher than the capacity at room temperature. Similar results were obtained during testing of the standard tension coupons where the yield and tensile strengths of the steel used were approximately 10% higher at temperatures below −40 °C than at room temperature. On the average, the ultimate capacity of galvanized angles was approximately 9% higher than that of ungalvanized angles. Although the yield strength of the corner coupons was between 13% and 27% higher than that of flat coupons tested at room temperature, the compressive strength of the full-size angles was influenced mainly by the material properties of the flat regions. A comparison of the measured and predicted capacities using the current Canadian standard and American specification indicated that the Canadian standard overestimated the ultimate capacity of the angles by as much as 37%, while the American specification underestimated the capacity by as much as 45%. Key words: angles, cold-formed, galvanized, temperature, compression, ultimate. }, number={3}, journal={Canadian Journal of Civil Engineering}, publisher={Canadian Science Publishing}, author={Polyzois, D. and Charnvarnichborikarn, P. and Rizkalla, S. and Wong, C. K.}, year={1990}, month={Jun}, pages={440–451} }
 @article{uppal_rizkalla_pinkney_1990, title={Response of timber bridges under train loading}, volume={17}, ISSN={0315-1468 1208-6029}, url={http://dx.doi.org/10.1139/l90-106}, DOI={10.1139/l90-106}, abstractNote={ Timber bridges are still commonly used by several North American railroads. For short spans, they offer an attractive alternative to other types of bridges, as they are economical, faster to construct, and easy to maintain. Current design practices do not allow an independent consideration of the effects of the dynamic loads in sizing the bridge components, because very little information is available on the subject. Dynamic tests were carried out at two timber railroad bridge sites under the passage of trains at speeds varying from crawl, i.e., 1.6 km/h (1 mph), to 80.5 km/h (50 mph). The loads at wheel–rail interfaces, the vertical displacements, and the accelerations were measured at several locations on the bridge spans, the bridge approaches, and the normal track sections. The maximum values of the dynamic load factors obtained were 1.50, 1.65, and 1.85 for bridge, bridge approach, and normal track, respectively; and the corresponding maximum values of the dynamic displacement factors obtained were 1.30, 1.00, and 1.20. The main objective of this paper is to describe the experimental work and the influence on the measured values of the train speed and other factors. Key words: railroad, timber, bridge, wheel–rail interfaces, load, deflection, frequency, load factor, dynamic displacement, track modulus. }, number={6}, journal={Canadian Journal of Civil Engineering}, publisher={Canadian Science Publishing}, author={Uppal, A. S. and Rizkalla, S. H. and Pinkney, R. B.}, year={1990}, month={Dec}, pages={940–951} }
 @article{foerster_rizkalla_heuvel_1989, title={Behavior and Design of Shear Connections for Loadbearing Wall Panels}, volume={34}, ISSN={0887-9672}, url={http://dx.doi.org/10.15554/pcij.01011989.102.119}, DOI={10.15554/pcij.01011989.102.119}, number={1}, journal={PCI Journal}, publisher={Precast/Prestressed Concrete Institute}, author={Foerster, Harry R. and Rizkalla, Sami H. and Heuvel, J. Scott}, year={1989}, month={Jan}, pages={102–119} }
 @article{rizkalla_serrette_heuvel_attiogbe_1989, title={Multiple Shear Key Connections for Precast Shear Wall Panels}, volume={34}, ISSN={0887-9672}, url={http://dx.doi.org/10.15554/pcij.03011989.104.120}, DOI={10.15554/pcij.03011989.104.120}, number={2}, journal={PCI Journal}, publisher={Precast/Prestressed Concrete Institute}, author={Rizkalla, Sarni H. and Serrette, Reynaud L. and Heuvel, J. Scott and Attiogbe, Emmanuel K.}, year={1989}, month={Mar}, pages={104–120} }
 @article{pincheira_rizkalla_attiogne_1989, title={Performance of Welded Wire Fabric as Shear Reinforcement Under Cyclic Loading}, volume={86}, ISSN={0889-3241}, url={http://dx.doi.org/10.14359/2770}, DOI={10.14359/2770}, number={6}, journal={ACI Structural Journal}, publisher={American Concrete Institute}, author={Pincheira, Jose A. and Rizkalla, Sami H. and Attiogne, Emmanuel K.}, year={1989}, pages={728–735} }
 @article{mcculloch_militano_rizkalla_1987, title={Behavioral load testing of the Disraeli facility}, volume={14}, ISSN={0315-1468 1208-6029}, url={http://dx.doi.org/10.1139/l87-013}, DOI={10.1139/l87-013}, abstractNote={ The Disraeli facility, which was completed in 1960, consists of several overpasses utilizing rolled steel beam construction and a riveted steel plate girder bridge crossing the Red River in Winnipeg, Manitoba. The total length of the facility is approximately 707 m (2320 ft). In 1984, the City of Winnipeg commissioned Reid Crowther and Partners Limited to perform a load test on the facility to ascertain the possibility of increasing the maximum gross vehicle weight limit. The tests were performed on three consecutive Sundays, from September 23 to October 7, 1984.Three spans were tested. One normal and one skewed span were selected for the overpasses to study possible differences in their behavior along the exterior span of a three-span continuous riveted plate girder bridge over the Red River. The test was designed to determine the structural response of the bridges at different load levels, to determine the load distribution characteristics, and to investigate dynamic impact values for the test vehicles.This paper describes the instrumentation layout, data acquisition system, test vehicles, and testing procedures. Test results and comparisons with the predicted values utilizing conventional analysis are included. }, number={1}, journal={Canadian Journal of Civil Engineering}, publisher={Canadian Science Publishing}, author={McCulloch, W. J. and Militano, C. and Rizkalla, S.}, year={1987}, month={Feb}, pages={103–110} }
 @article{domaschuk_rizkalla_kwok_1987, title={Inadequate shallow foundations}, volume={15}, ISSN={0182-3329}, url={http://dx.doi.org/10.1080/09613218708726821}, DOI={10.1080/09613218708726821}, number={1-6}, journal={Batiment International, Building Research and Practice}, publisher={Informa UK Limited}, author={Domaschuk, L. and Rizkalla, S. and Kwok, R.}, year={1987}, month={Jan}, pages={224–230} }
 @article{tinkler_del frate_rizkalla_1987, title={The prediction of air leakage rates through cracks in pressurized reinforced concrete containment vessels}, volume={29}, ISSN={0308-0161}, url={http://dx.doi.org/10.1016/0308-0161(87)90037-8}, DOI={10.1016/0308-0161(87)90037-8}, number={1}, journal={International Journal of Pressure Vessels and Piping}, publisher={Elsevier BV}, author={Tinkler, J. and Del Frate, R. and Rizkalla, S.}, year={1987}, month={Jan}, pages={33–46} }
 @article{rizkalla_lau_simmonds_1984, title={Air Leakage Characteristics in Reinforced Concrete}, volume={110}, ISSN={0733-9445 1943-541X}, url={http://dx.doi.org/10.1061/(asce)0733-9445(1984)110:5(1149)}, DOI={10.1061/(asce)0733-9445(1984)110:5(1149)}, number={5}, journal={Journal of Structural Engineering}, publisher={American Society of Civil Engineers (ASCE)}, author={Rizkalla, Sami H. and Lau, Bon L. and Simmonds, Sidney H.}, year={1984}, month={May}, pages={1149–1162} }
 @article{rizkalla_simmonds_macgregor_1984, title={Cracking of P/C Nuclear Containment Structures}, volume={110}, ISSN={0733-9445 1943-541X}, url={http://dx.doi.org/10.1061/(asce)0733-9445(1984)110:9(2148)}, DOI={10.1061/(asce)0733-9445(1984)110:9(2148)}, number={9}, journal={Journal of Structural Engineering}, publisher={American Society of Civil Engineers (ASCE)}, author={Rizkalla, Sami H. and Simmonds, Sidney H. and MacGregor, James G.}, year={1984}, month={Sep}, pages={2148–2163} }
 @article{rizkalla_simmonds_macgregor_1984, title={Prestressed Concrete Containment Model}, volume={110}, ISSN={0733-9445 1943-541X}, url={http://dx.doi.org/10.1061/(asce)0733-9445(1984)110:4(730)}, DOI={10.1061/(asce)0733-9445(1984)110:4(730)}, number={4}, journal={Journal of Structural Engineering}, publisher={American Society of Civil Engineers (ASCE)}, author={Rizkalla, Sami H. and Simmonds, Sidney H. and MacGregor, James G.}, year={1984}, month={Apr}, pages={730–743} }
 @article{keeler_rizkalla_1983, title={Rapid erection of a concentrate loading facility using precast concrete in a remote location}, volume={10}, ISSN={0315-1468 1208-6029}, url={http://dx.doi.org/10.1139/l83-073}, DOI={10.1139/l83-073}, abstractNote={ This paper presents the design concept and construction details of a concentration loading facility in northern Manitoba under adverse conditions. The facility was constructed using plant-produced structural components which had to be shipped by rail to the site and assembled using the post-tensioning technique to provide structural integrity.The main elements of the structure were precast footings, precast retaining walls, and precast, prestressed channel-shaped girders. The project described in the paper is an efficient design highlighted by quality control and significant saving in construction time. The concept lends itself to many types of loading and storage facilites for remote locations. }, number={3}, journal={Canadian Journal of Civil Engineering}, publisher={Canadian Science Publishing}, author={Keeler, R. D. and Rizkalla, S. H.}, year={1983}, month={Sep}, pages={456–465} }
 @article{rizkalla_hwang_shahawi_1983, title={Transverse reinforcement effect on cracking behaviour of R.C. members}, volume={10}, ISSN={0315-1468 1208-6029}, url={http://dx.doi.org/10.1139/l83-087}, DOI={10.1139/l83-087}, abstractNote={ Two extensive and independent experimental programs have been conducted to study the cracking behaviour of reinforced concrete members subjected to pure tension in the presence of transverse reinforcement. The first program involved the testing of eighteen reinforced concrete segments and was mainly designed to examine the applicability of the existing equations for predicting crack spacings and widths. The segments were reinforced in two directions and loaded in uniaxial tension beyond the yield stress of the steel. The measured average values of the final crack spacings were compared to the values presented by other researchers. Based on this comparison, a simplified and refined expression for prediction of crack spacing is proposed.The second experimental program involved the testing of sixteen reinforced concrete segments, which were divided into two groups with different concrete covers. Within each group, all segments were identical in all parameters, except the spacing of transverse reinforcement. The program was designed to study the influence of transverse reinforcement spacing on crack behaviour. A methodology including proposed expression for predicting the crack spacing in reinforced concrete members subjected to axial tension with variable transverse reinforcement spacing is presented. Keywords: cracking, crack spacing, crack width, membrane forces, reinforced concrete, tension, transverse reinforcement. }, number={4}, journal={Canadian Journal of Civil Engineering}, publisher={Canadian Science Publishing}, author={Rizkalla, S. H. and Hwang, L. S. and Shahawi, M. El}, year={1983}, month={Dec}, pages={566–581} }
 @article{rizkalla_zia_1980, title={Segmentally Constructed Prestressed Concrete Hyperboloid Cooling Tower}, volume={25}, ISSN={0887-9672}, url={http://dx.doi.org/10.15554/pcij.07011980.146.161}, DOI={10.15554/pcij.07011980.146.161}, number={4}, journal={PCI Journal}, publisher={Precast/Prestressed Concrete Institute}, author={Rizkalla, Sami H. and Zia, Paul}, year={1980}, month={Jul}, pages={146–161} }
 @article{zia_mirza_rizkalla_1976, title={Static and Fatigue Tests of Composite T-Beams Containing Prestressed Concrete Tension Elements}, volume={21}, ISSN={0887-9672}, url={http://dx.doi.org/10.15554/pcij.11011976.76.93}, DOI={10.15554/pcij.11011976.76.93}, number={6}, journal={PCI Journal}, publisher={Precast/Prestressed Concrete Institute}, author={Zia, Paul and Mirza, J. F. and Rizkalla, S. H.}, year={1976}, month={Nov}, pages={76–93} }