Rudi Seracino Tasdemir, E., Seracino, R., Kowalsky, M. J., & Nau, J. (2023). Behavior of large diameter carbon fiber anchors. CONSTRUCTION AND BUILDING MATERIALS, 394. https://doi.org/10.1016/j.conbuildmat.2023.132174 Lin, S.-H., McCoy, B. C. C., Lucier, G. W. W., Seracino, R., & Pierce, N. A. A. (2023, August 10). Rapid Prestressed Concrete Retrofit with Prestressed Mechanically-Fastened Fiber-Reinforced Polymer: Field Performance and Observation for a Deteriorated Prestressed Concrete Bridge. TRANSPORTATION RESEARCH RECORD, Vol. 8. https://doi.org/10.1177/03611981231186981 Al-Doori, A.-H., Rashid, R. S. M., Tasdemir, E., & Seracino, R. (2022). Determination of a Large-Diameter Carbon Fiber Anchor Capacity. 10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021), Vol. 198, pp. 1208–1215. https://doi.org/10.1007/978-3-030-88166-5_105 Tasdemir, E., Seracino, R., Kowalsky, M., & Nau, J. (2022). Tensile Behavior of Large Diameter Carbon Fiber Anchors. 10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021), Vol. 198, pp. 1199–1207. https://doi.org/10.1007/978-3-030-88166-5_104 McCoy, B. C., Bourara, Z., Lucier, G. W., Seracino, R., Liu, M., & Lin, S.-H. (2021). Prestressed MF-FRP: Experimental Study of Rapid Retrofit Solution for Deteriorated Prestressed C-Channel Beams. JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 35(1). https://doi.org/10.1061/(ASCE)CF.1943-5509.0001536 Sturm, A. B., Visintin, P., Seracino, R., Lucier, G. W., & Oehlers, D. J. (2020). Flexural performance of pretensioned ultra-high performance fibre reinforced concrete beams with CFRP tendons. COMPOSITE STRUCTURES, 243. https://doi.org/10.1016/j.compstruct.2020.112223 Sturm, A. B., Visintin, P., Vaculik, J., Oehlers, D. J., Seracino, R., & Smith, S. T. (2019). Analytical approach for global load-slip behaviour of FRP plates externally bonded to brittle substrates with anchors. COMPOSITES PART B-ENGINEERING, 160, 177–194. https://doi.org/10.1016/j.compositesb.2018.10.024 McCoy, B. C., Bourara, Z., Seracino, R., & Lucier, G. W. (2019). Anchor Bolt Patterns for Mechanically Fastened FRP Plates. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 23(4). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000951 Mohammadian, A., Rashetnia, R., Lucier, G., Seracino, R., & Pour-Ghaz, M. (2019). Numerical simulation and experimental corroboration of galvanic corrosion of mild steel in synthetic concrete pore solution. CEMENT & CONCRETE COMPOSITES, 103, 263–278. https://doi.org/10.1016/j.cemconcomp.2019.04.027 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 Sadeghian, P., Seracino, R., Das, B., & Lucier, G. (2018). Influence of geometry and fiber properties on rupture strain of cylindrical FRP jackets under internal ICE pressure. COMPOSITE STRUCTURES, 192, 173–183. https://doi.org/10.1016/j.compstruct.2018.02.077 Vaculik, J., Visintin, P., Burton, N. G., Griffith, M. C., & Seracino, R. (2018). [Review of State-of-the-art review and future research directions for FRP-to-masonry bond research: Test methods and techniques for extraction of bond-slip behaviour]. CONSTRUCTION AND BUILDING MATERIALS, 183, 325–345. https://doi.org/10.1016/j.conbuildmat.2018.06.103 Mabry, N. J., Seracino, R., & Peters, K. (2018). The effects of accelerated Freeze-Thaw conditioning on CFRP strengthened concrete with pre-existing bond defects. Construction and Building Materials, 163, 286–295. https://doi.org/10.1016/j.conbuildmat.2017.12.017 Sturm, A. B., Visintin, P., Oehlers, D. J., & Seracino, R. (2018). Time-Dependent Tension-Stiffening Mechanics of Fiber-Reinforced and Ultra-High-Performance Fiber-Reinforced Concrete. Journal of Structural Engineering, 144(8), 04018122. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002107 Oehlers, D. J., Visintin, P., Chen, J.-F., Seracino, R., Wu, Y., & Lucas, W. (2017). Reinforced Concrete Behavior, Research, Development, and Design through Partial-Interaction Mechanics. Journal of Structural Engineering, 143(7), 02517002. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001764 Overby, D., Kowalsky, M., & Seracino, R. (2017). Stress-strain response of A706 grade 80 reinforcing steel. Construction and Building Materials, 145, 292–302. https://doi.org/10.1016/j.conbuildmat.2017.03.200 Mei, K., Seracino, R., & Lv, Z. (2016). An experimental study on bond-type anchorages for carbon fiber-reinforced polymer cables. CONSTRUCTION AND BUILDING MATERIALS, 106, 584–591. https://doi.org/10.1016/j.conbuildmat.2015.12.059 Mabry, N. J., Peters, K. J., & Seracino, R. (2015). Depth Detection of Bond Defects in Multilayered Externally Bonded CFRP-to-Concrete Using Pulse Phase Thermography. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 19(6). https://doi.org/10.1061/(asce)cc.1943-5614.0000551 Bobko, C. R., Zadeh, V. Z., & Seracino, R. (2015). Improved schmidt method for predicting temperature development in mass concrete. ACI Materials Journal, 112(4), 579–586. McCoy, B. C., Seracino, R., & Leming, M. L. (2015). Modified Layered-Sectional Analysis for Forensic Investigation. JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 29(4). https://doi.org/10.1061/(asce)cf.1943-5509.0000583 Mabry, N., Seracino, R., & Peters, K. (2015). Pulse phase thermography inspection of bond defects in environmentally conditioned FRP-to-concrete specimens. Structural health monitoring 2015: system reliability for verification and implementation, vols. 1 and 2, 424–431. https://doi.org/10.12783/shm2015/55 Bobko, C. P., Edwards, A. J., Seracino, R., & Zia, P. (2015). Thermal Cracking of Mass Concrete Bridge Footings in Coastal Environments. Journal of Performance of Constructed Facilities, 29(6), 04014171. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000664 Hu, H., & Seracino, R. (2014). Analytical Model for FRP-and-Steel-Confined Circular Concrete Columns in Compression. Journal of Composites for Construction, 18(3). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000394 Mohamed, I., Rahman, N. A., & Seracino, R. (2014). Numerical Analysis of Strengthened Steel Stud Bearing Walls to Resist Disproportionate Collapse. Structures Congress 2014. Presented at the Structures Congress 2014. https://doi.org/10.1061/9780784413357.191 Elsaid, A., & Seracino, R. (2014). Rapid assessment of foundation scour using the dynamic features of bridge superstructure. CONSTRUCTION AND BUILDING MATERIALS, 50, 42–49. https://doi.org/10.1016/j.conbuildmat.2013.08.079 Rutledge, S. T., Kowalsky, M. J., Seracino, R., & Nau, J. M. (2014). Repair of Reinforced Concrete Bridge Columns Containing Buckled and Fractured Reinforcement by Plastic Hinge Relocation. Journal of Bridge Engineering, 19(8). https://doi.org/10.1061/(asce)be.1943-5592.0000492 Mashrei, M. A., Seracino, R., & Rahman, M. S. (2013). Application of artificial neural networks to predict the bond strength of FRP-to-concrete joints. CONSTRUCTION AND BUILDING MATERIALS, 40, 812–821. https://doi.org/10.1016/j.conbuildmat.2012.11.109 Shi, J., Zhu, H., Wu, Z., Seracino, R., & Wu, G. (2013). Bond Behavior between Basalt Fiber-Reinforced Polymer Sheet and Concrete Substrate under the Coupled Effects of Freeze-Thaw Cycling and Sustained Load. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 17(4), 530–542. https://doi.org/10.1061/(asce)cc.1943-5614.0000349 Mohamed, I., Rahman, N. A., & Seracino, R. (2013). Investigation of Cold-Formed Steel Wall Reinforcement Systems to Resist Progressive Collapse. Structures Congress 2013. Presented at the Structures Congress 2013. https://doi.org/10.1061/9780784412848.085 Seracino, R. (2012). 9th International Symposium on Fiber Reinforced Polymer (FRP) reinforcement for concrete structures. Advances in Structural Engineering, 15(4), I-. Elsaid, A., & Seracino, R. (2012). Bridge Scour Assessment Using Curvature of Horizontally Displaced Mode Shapes. In Topics in Modal Analysis II, Volume 6 (pp. 305–311). https://doi.org/10.1007/978-1-4614-2419-2_30 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 Seliem, H. M., Seracino, R., Sumner, E. A., & Smith, S. T. (2011). Case Study on the Restoration of Flexural Capacity of Continuous One-Way RC Slabs with Cutouts. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 15(6), 992–998. https://doi.org/10.1061/(asce)cc.1943-5614.0000232 Smith, S. T., Hu, S., Kim, S. J., & Seracino, R. (2011). FRP-strengthened RC slabs anchored with FRP anchors. ENGINEERING STRUCTURES, 33(4), 1075–1087. https://doi.org/10.1016/j.engstruct.2010.11.018 Vincent, T., Ozbakkaloglu, T., Seracino, R., & Kaggwa, W. (2011). Influence of variations in concrete material properties on the serviceability of reinforced and prestressed concrete flexural members. ENGINEERING STRUCTURES, 33(1), 99–106. https://doi.org/10.1016/j.engstruct.2010.09.022 Elsaid, A., Dawood, M., Seracino, R., & Bobko, C. (2011). Mechanical properties of kenaf fiber reinforced concrete. CONSTRUCTION AND BUILDING MATERIALS, 25(4), 1991–2001. https://doi.org/10.1016/j.conbuildmat.2010.11.052 Vasquez, D., & Seracino, R. (2010). Assessment of the Predictive Performance of Existing Analytical Models for Debonding of Near-Surface Mounted FRP Strips. ADVANCES IN STRUCTURAL ENGINEERING, 13(2), 299–308. https://doi.org/10.1260/1369-4332.13.2.299 Petersen, R. B., Masia, M. J., & Seracino, R. (2010). In-Plane Shear Behavior of Masonry Panels Strengthened with NSM CFRP Strips. I: Experimental Investigation. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 14(6), 754–763. https://doi.org/10.1061/(asce)cc.1943-5614.0000134 Petersen, R. B., Masia, M. J., & Seracino, R. (2010). In-Plane Shear Behavior of Masonry Panels Strengthened with NSM CFRP Strips. II: Finite-Element Model. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 14(6), 764–774. https://doi.org/10.1061/(asce)cc.1943-5614.0000137 Bobko, C., Elsaid, A. H., Dawood, M., Zanjanizedah, V., & Seracino, R. (2010). Natural fiber reinforced concrete: Microstructure, internal curing, and mechanical properties from nanoindentation and macroscopic testing. ASCE Engineering Mechanics Institute Conference. Willis, C. R., Seracino, R., & Griffith, M. C. (2010). Out-of-plane strength of brick masonry retrofitted with horizontal NSM CFRP strips. ENGINEERING STRUCTURES, 32(2), 547–555. https://doi.org/10.1016/j.engstruct.2009.10.015 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. Petersen, R. B., Masia, M. J., & Seracino, R. (2009). Bond Behavior of Near-Surface Mounted FRP Strips Bonded to Modern Clay Brick Masonry Prisms: Influence of Strip Orientation and Compression Perpendicular to the Strip. Journal of Composites for Construction, 13(3), 169–178. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000002 Petersen, R. B., Masia, M. J., & Seracino, R. (2009). Bond behavior of near-surface mounted frp strips bonded to modern clay brick masonry prisms: Influence of strip orientation and compression perpendicular to the strip. Journal of Composites for Construction, 13(3), 169–178. https://doi.org/10.1061/(ASCE)1090-0268(2009)13:3(169) Willis, C. R., Yang, Q., Seracino, R., & Griffith, M. C. (2009). Bond behaviour of FRP-to-clay brick masonry joints. ENGINEERING STRUCTURES, 31(11), 2580–2587. https://doi.org/10.1016/j.engstruct.2009.06.006 Willis, C. R., Yang, Q., Seracino, R., & Griffith, M. C. (2009). Damaged masonry walls in two-way bending retrofitted with vertical FRP strips. Construction & Building Materials, 23(4), 1591–1604. https://doi.org/10.1016/j.conbuildmat.2007.09.007 Putra, H. D., Ngothai, Y., Ozbakkaloglu, T., & Seracino, R. (2009). Mineral Filler Reinforcement for Commingled Recycled-Plastic Materials. JOURNAL OF APPLIED POLYMER SCIENCE, 112(6), 3470–3481. https://doi.org/10.1002/app.29861 Oehlers, D. J., Haskett, M., Wu, C. Q., & Seracino, R. (2008). Embedding NSM FRP plates for improved IC debonding resistance. Journal of Composites for Construction, 12(6), 635–642. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:6(635) Rashid, R., Oehlers, D. J., & Seracino, R. (2008). IC debonding of FRP NSM and EB retrofitted concrete: Plate and cover interaction tests. Journal of Composites for Construction, 12(2), 160–167. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:2(160) Oehlers, D. J., Rashid, R., & Seracino, R. (2008). IC debonding resistance of groups of FRP NSM strips in reinforced concrete beams. CONSTRUCTION AND BUILDING MATERIALS, 22(7), 1574–1582. https://doi.org/10.1016/j.conbuildmat.2007.03.021 Ali, M. S. M., Oehlers, D. J., Griffith, M. C., & Seracino, R. (2008). Interfacial stress transfer of near surface-mounted FRP-to-concrete joints. ENGINEERING STRUCTURES, 30(7), 1861–1868. https://doi.org/10.1016/j.engstruct.2007.12.006 Seracino, R., Chen, J. F., & Hollaway, L. (2007). Construction and Building Materials, 21(4), 695–696. https://doi.org/10.1016/j.conbuildmat.2006.06.005 Oehlers, D. J., Liu, I., & Seracino, R. (2007). A generic design approach for EB and NSM longitudinally plated RC beams. Construction and Building Materials, 21(4), 697–708. https://doi.org/10.1016/j.conbuildmat.2006.06.018 Seracino, R., Jones, N. M., Ali, S. M., Page, M. W., & Oehlers, D. J. (2007). Bond strength of near-surface mounted FRP strip-to-concrete joints. Journal of Composites for Construction, 11(4), 401–409. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:4(401) Seracino, R., Saifulnaz, M. R. R., & Oehlers, D. J. (2007). Generic debonding resistance of EB and NSM plate-to-concrete joints. Journal of Composites for Construction, 11(1), 62–70. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:1(62) Liu, I. S. T., Oehlers, D. J., & Seracino, R. (2007). Study of intermediate crack debonding in adhesively plated beams. Journal of Composites for Construction, 11(2), 175–183. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:2(175) Liu, I., Oehlers, D. J., Seracino, R., & Ju, G. (2006). Moment redistribution parametric study of CFRP, GFRP and steel surface plated RC beams and slabs. Construction and Building Materials, 20(1-2), 59–70. https://doi.org/10.1016/j.conbuildmat.2005.06.038 Seracino, R. (2006). Partial-Interaction Fatigue Assessment of Continuous Composite Steel-Concrete Bridge Beams. Composite Construction in Steel and Concrete V. Presented at the Fifth International Conference on Composite Construction in Steel and Concrete. https://doi.org/10.1061/40826(186)10 Mohamed Ali, M. S., Oehlers, D. J., & Seracino, R. (2006). Vertical shear interaction model between external FRP transverse plates and internal steel stirrups. Engineering Structures, 28(3), 381–389. https://doi.org/10.1016/j.engstruct.2005.08.010 Oehlers, D. J., Liu, I. S. T., & Seracino, R. (2005). The Gradual Formation of Hinges Throughout Reinforced Concrete Beams#. Mechanics Based Design of Structures and Machines, 33(3-4), 373–398. https://doi.org/10.1080/15367730500458234 Yuan, H., Teng, J. G., Seracino, R., Wu, Z. S., & Yao, J. (2004). Full-range behavior of FRP-to-concrete bonded joints. Engineering Structures, 26(5), 553–565. https://doi.org/10.1016/j.engstruct.2003.11.006 Oehlers, D. J., Ju, G., Liu, I. S. T., & Seracino, R. (2004). Moment redistribution in continuous plated RC flexural members. Part 1: neutral axis depth approach and tests. Engineering Structures, 26(14), 2197–2207. https://doi.org/10.1016/j.engstruct.2004.08.003 Oehlers, D. J., Liu, I. S. T., Ju, G., & Seracino, R. (2004). Moment redistribution in continuous plated RC flexural members. Part 2: Flexural rigidity approach. Engineering Structures, 26(14), 2209–2218. https://doi.org/10.1016/j.engstruct.2004.08.004 Seracino, R., Lee, C. T., Lim, T. C., & Lim, J. Y. (2004). Partial interaction stresses in continuous composite beams under serviceability loads. Journal of Constructional Steel Research, 60(10), 1525–1543. https://doi.org/10.1016/j.jcsr.2004.01.002