Publications
Rathnayaka, P. T. K., Son, J. S., Kwak, J. W., Yoo, S. J., & Lee, J. Y. (2026). Experimental and Numerical Investigations of Blast Resistance of Fiber-Reinforced Concrete Slabs. Buildings, 16(4), 686.
Yoo, S. J. (2026). Comparative study on the performance of non-seismically designed beam–column joint reinforced with ribbed CFRP bars using various anchorage methods. Engineering Structures, 346, 121619.
Yoo, S. J., & Yoon, Y. S. (2025). Degradation of flexural performance of ultra-high-performance fiber-reinforced concrete (UHPFRC) beams reinforced with hybrid CFRP and steel bars exposed to elevated temperature. Construction and Building Materials, 493, 143155.
Yoo, S. J., Parr, J. L. M., Zhang, M., Yang, J. M., & Yoon, Y. S. (2025). Post-heating flexural behavior of CFRP bar in ultra-high-performance fiber-reinforced concrete (UHPFRC) members after thermal exposure. Cement and Concrete Composites, 162, 106136.
Yoo, S. J., & Choo, J. F. (2025). Benefits of expanded ribs on non-seismically designed exterior RC beam-column joints under monotonic loading. Mechanics of Advanced Materials and Structures, 1-15.
Yoo, S. J., & Yoon, Y. S. (2025). Influence of elevated temperature on the flexural behavior of spliced CFRP bars in UHPFRC beams. Journal of Building Engineering, 105, 112590.
Choi, J. S., Hong, S. H., Yoo, S. J., Yang, J. M., & Yoon, Y. S. (2025). Effect of internal curing on shrinkage and creep of self-compacting lightweight concrete under different curing conditions. Construction and Building Materials, 470, 140612.
Yoo, S. J., Yoo, D. Y., Lee, J. Y., Lee, J. H., & Yoon, Y. S. (2024). Flexural behavior of ribbed CFRP bars in ultra-high-performance fiber-reinforced concrete (UHPFRC) beams with lap-splice connection. Cement and Concrete Composites, 153, 105700.
Yoo, S. J., Lee, O. S., Parr, J. L. M., & Yoon, Y. S. (2024). Degradation of flexural bond of CFRP bar in UHPFRC after exposure to elevated temperature. Cement and Concrete Composites, 152, 105627. (교육부 우수논문 50선 선정)
Hong, S. H., Choi, J. S., Yoo, S. J., Yoo, D. Y., & Yoon, Y. S. (2024). Reinforcing effect of CNT on the microstructure and creep properties of high-strength lightweight concrete. Construction and Building Materials, 428, 136294.
Yoo, S. J., Hong, S. H., Yoo, D. Y., & Yoon, Y. S. (2024). Flexural bond behavior and development length of ribbed CFRP bars in UHPFRC. Cement and Concrete Composites, 146, 105403. (국토교통 R&D 우수논문 20선 (우수상))
Yoo, S. J., Hong, S. H., & Yoon, Y. S. (2023). Bonding behavior and prediction of helically ribbed CFRP bar embedded in ultra high-performance concrete (UHPC). Case Studies in Construction Materials, 19, e02253.
Hong, S. H., Choi, J. S., Yoo, S. J., & Yoon, Y. S. (2023). Structural benefits of using carbon nanotube reinforced high-strength lightweight concrete beams. Developments in the Built Environment, 16, 100234.
Yoo, S. J., Yuan, T. F., Choi, J. S., & Yoon, Y. S. (2023). Comparative bond-slip response of ribbed CFRP bar to UHPC after exposure to high temperature. Construction and Building Materials, 400, 132583.
Yoo, S. J., Yuan, T. F., Parr, J. L. M., & Yoon, Y. S. (2023). Bonding Behavior of Ribbed CFRP Rebar Embedded in UHPC considering Concrete Cover Thickness. Journal of the Korea Concrete Institute, 35(2), 177-184.
Yoo, S. J., Kim, Y. H., Yuan, T. F., & Yoon, Y. S. (2022). Evaluation of residual bond behavior of CFRP and steel bars embedded in UHPC after exposure to elevated temperature. Journal of Building Engineering, 56, 104768.
Kim, Y. H., Yoo, S. J., Yuan, T. F., & Yoon, Y. S. (2022). Effect of design code and evacuation information on strategic location of Shelter in Place (SIP) in light rail station. Journal of Asian Architecture and Building Engineering, 21(4), 1332-1347.
Yoo, S. J., Yuan, T. F., Hong, S. H., & Yoon, Y. S. (2020). Effect of strengthening methods on two-way slab under low-velocity impact loading. Materials, 13(24), 5603.
Yoo, S. J., Yuan, T. F., Hong, S. H., & Yoon, Y. S. (2020). Evaluation of structural performance of concrete beams strengthened with carbon fiber sheets and no-slump concrete. Journal of Korean Society of Hazard Mitigation, 20(4), 185–193.