Crack width, deflection, and strain limits of concrete beams with unstressed seven-wire steel strands as longitudinal reinforcement

References

• AASHTO (American Association of State Highway and Transportation Officials). 2012. AASHTO LRFD Bridge Design Specifications. Washington: American Association of State Highway and Transportation Officials.
   Google Scholar
• ACI (American Concrete Institute) Committee 224R. 1994. Causes Evaluation and Repair of Cracks in Concrete Structure ACI 224.1R-93. Detroit, Michigan: American Concrete Institute.
   Google Scholar
• ACI (American Concrete Institute) Committee 318. 2014. Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14). Farmington Hills, MI: American Concrete Institute.
   Google Scholar
• ACI (American Concrete Institute) Committee 318. 2019. Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19). Farmington Hills, MI: American Concrete Institute.
   Google Scholar
• ASTM (American Society for Testing and Materials International). 2009. Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement A706/A706M. West Conshohocken, PA: American Society for Testing and Materials International.
   Google Scholar
• ASTM (American Society for Testing and Materials International). 2010. Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete A416/A416M. West Conshohocken, PA: American Society for Testing and Materials International.
   Google Scholar
• ASTM (American Society for Testing and Materials International). 2011. Standard Specification for Deformed and Plain, Low-Carbon, Chromium, Steel Bars for Concrete Reinforcemen A1035/a1035M-11t. West Conshohocken, PA: American Society for Testing and Materials International.
   Google Scholar
• ASTM (American Society for Testing and Materials International). 2012. Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement A615/a615M-20. West Conshohocken, PA: American Society for Testing and Materials International.
   Google Scholar
• Baran, E., and T. Arsava. 2012. “Flexural Strength Design Criteria for Concrete Beams Reinforced with High-Strength Steel Strands.” Advances in Structural Engineering 15 (10): 1781–1792. doi:10.1260/1369-4332.15.10.1781.
   Web of Science ®Google Scholar
• Caltrans (California Department of Transportation). 2010. Caltrans Seismic Design Criteria Version 1.6. Sacramento: California Department of Transportation.
   Google Scholar
• Chen, Y.-M. 2018. “Flexural Behavior of Concrete Beams with Unstressed Seven-Wire Strands as Longitudinal Reinforcement.” Master dissertation, National Taiwan University of Science and Technology.
   Google Scholar
• FEMA (Federal Emergency Management Ageny). 2000. Prestandard and Commentary for the Seismic Rehabilitation of Buildings in Rehabilitation Requirements FEMA 356. Washington: Federal Emergency Management Ageny.
   Google Scholar
• Frosch, R. J. 1999. “Another Look at Cracking and Crack Control in Reinforced Concrete.” ACI Structural Journal 96 (3): 437–442. doi:10.14359/679.
   Web of Science ®Google Scholar
• Giduquio, M. B., M.-Y. Cheng, and L. S. Wibowo. 2015. “High-Strength Flexural Reinforcement in Reinforced Concrete Flexural Members Under Monotonic Loading.” ACI Structural Journal 112 (6): 793–803. doi:10.14359/51688057.
   Web of Science ®Google Scholar
• Harries, K. A., B. M. Shahrooz, and A. Soltani. 2012. “Flexural Crack Widths in Concrete Girders with High-Strength Reinforcement.” Journal of Bridge Engineering 17 (5): 804–812. doi:10.1061/(ASCE)BE.1943-5592.0000306.
   Web of Science ®Google Scholar
• Martin, L. D., and C. J. Perry. 2004. PCI Design Handbook. 6th ed. Chicago: Precast/Prestressed Concrete Institute.
   Google Scholar
• Mast, R. F. 1992. “Unified Design Provisions for Reinforced and Prestressed Concrete Flexural and Compression Members.” ACI Structural Journal 89 (2): 185–199. doi:10.14359/3209.
   Web of Science ®Google Scholar
• Mast, R. F., M. Dawood, S. H. Rizkalla, and P. Zia. 2008. “Flexural Strength Design of Concrete Beams Reinforced with High-Strength Steel Bars.” ACI Structural Journal 105 (5): 570–577. doi:10.14359/19940.
   Web of Science ®Google Scholar
• Noël, M., and K. Soudki. 2014. “Estimation of the Crack Width and Deformation of FRP-Reinforced Concrete Flexural Members with and without Transverse Shear Reinforcement.” Engineering Structures 59: 393–398. doi:10.1016/j.engstruct.2013.11.005.
   Web of Science ®Google Scholar
• Ou, Y.-C., C.-T. Bui, and Y.-M. Chen. 2022. “Use of Unstressed Seven-Wire Strands as Longitudinal Reinforcement of Concrete Beams.” ACI Structural Journal 119 (5): 285–297. doi:10.14359/51734824.
   Web of Science ®Google Scholar
• Ou, Y.-C., J. Joju, and W.-C. Hsu. 2022. “Cyclic Behavior of Shear-Critical Concrete Columns with Unstressed Steel Strands as Longitudinal Reinforcement.” Engineering Structures 264: 114465. doi:10.1016/j.engstruct.2022.114465.
   Web of Science ®Google Scholar
• Ou, Y.-C., J. Joju, and Y.-C. Liu. 2022. “Cyclic Behavior of Reinforced Concrete Columns with Unstressed Steel Strands as Longitudinal Reinforcement.” Journal of Structural Engineering 148 (9): 04022125. doi:10.1061/(ASCE)ST.1943-541X.0003426.
   Web of Science ®Google Scholar
• Puranam, A. Y., and S. Pujol. 2019. “Reinforcement Limits for Reinforced Concrete Elements with High-Strength Steel.” ACI Structural Journal 116 (5): 201–212. doi:10.14359/51716762.
   Web of Science ®Google Scholar
• Shahrooz, B. M., J. M. Reis, E. L. Wells, R. A. Miller, K. A. Harries, and H. G. Russell. 2014. “Flexural Members with High-Strength Reinforcement: Behavior and Code Implications.” Journal of Bridge Engineering, ASCE 19 (5): 04014003. doi:10.1061/(ASCE)BE.1943-5592.0000571.
   Web of Science ®Google Scholar
• Soltani, A., K. A. Harries, and B. M. Shahrooz. 2013. “Crack Opening Behavior of Concrete Reinforced with High Strength Reinforcing Steel.” International Journal of Concrete Structures and Materials 7 (4): 253–264. doi:10.1007/s40069-013-0054-z.
   Web of Science ®Google Scholar