Flexural Behavior of Concrete Bridge Girders Prestressed with Stainless Steel Strands
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Concrete Corrosion and Durability · Structural Behavior of Reinforced Concrete · Hydrogen embrittlement and corrosion behaviors in metals
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (22)
Show source-provided references
1. AASHTO, 2017, “AASHTO LRFD Bridge Design Specifications,” American Association of State Highway and Transportation Officials, Washington, DC.
2. Al-Kaimakchi, A., and Rambo-Roddenberry, M., 2021, “Measured Transfer Length of 15.2-mm (0.6-in.) Duplex High Strength Stainless Steel Strands in Pretensioned Girders,” Engineering Structures, V. 237, June, p. 112178. doi: 10.1016/j.engstruct.2021.11217810.1016/j.engstruct.2021.112178 ↗
3. ACI Committee 318, 2019, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 624 pp.
4. ASTM A1114/A1114M-20, 2020, “Standard Specification for Low-Relaxation, Seven-Wire, Grade 240 [1655], Stainless Steel Strand for Prestressed Concrete,” ASTM International, West Conshohocken, PA.
5. ASTM A416/A416M-17, 2017, “Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete,” ASTM International, West Conshohocken, PA.
6. Belarbi, A., and Hsu, T. T., 1994, “Constitutive Laws of Concrete in Tension and Reinforcing Bars Stiffened by Concrete,” ACI Structural Journal, V. 91, No. 4, July-Aug., pp. 465-474.10.14359/4154 ↗
7. Chehab, A. I.; Eamon, C. D.; Parra-Montesinos, G. J.; and Dam, T. X., 2018, “Shear Testing and Modeling of AASHTO Type II Prestressed Concrete Bridge Girders,” ACI Structural Journal, V. 115, No. 3, May, pp. 801-811.
8. Collins, M. P., and Mitchell, D., 1991, Prestressed Concrete Structures, Prentice Hall, Englewood Cliffs, NJ.
9. Devalapura, R. K., and Tadros, M. K., 1992, “Stress-Strain Modeling of 270 ksi Low-Relaxation Prestressing Strands,” PCI Journal, V. 37, No. 2, Mar-Apr., pp. 100-106. doi: 10.15554/pcij.03011992.100.10610.15554/pcij.03011992.100.106 ↗
10. FDOT, 2020, “Standard Specifications for Road and Bridge Construction,” Florida Department of Transportation, Tallahassee, FL.
11. FHWA, 2020, “National Bridge Inventory,” Federal Highway Administration, U.S. Department of Transportation, Washington, DC, https://www.fhwa.dot.gov/bridge/nbi/ascii.cfm. (last accessed May 20, 2021)
12. Graybeal, B. A., 2008, “Flexural Behavior of an Ultrahigh-Performance Concrete I-Girder,” Journal of Bridge Engineering, ASCE, V. 13, No. 6, pp. 602-610. doi: 10.1061/(ASCE)1084-0702(2008)13:6(602)10.1061/(ASCE)1084-0702(2008)13:6(602) ↗
13. Morcous, G.; Hatami, A.; Maguire, M.; Hanna, K. E.; and Tadros, M. K., 2012, “Mechanical and Bond Properties of 18-mm-(0.7-in.-) Diameter Prestressing Strands,” Journal of Materials in Civil Engineering, ASCE, V. 24, No. 6, pp. 735-744. doi: 10.1061/(ASCE)MT.1943-5533.000042410.1061/(ASCE)MT.1943-5533.0000424 ↗
14. Moser, R. D.; Kahn, L. F.; Singh, P. M.; and Kurtis, K. E., 2013, “Preliminary Studies of High-Strength Stainless Prestressing Steels,” Corrosion of Reinforcing Steel in Concrete—Future Direction: Proceedings - Hope & Schupack Corrosion Symposium, SP-291, American Concrete Institute, Farmington Hills, MI, pp. 1-10.
15. Moser, R. D.; Singh, P. M.; Kahn, L. F.; and Kurtis, K. E., 2012, “Chloride-Induced Corrosion Resistance of High-Strength Stainless Steels in Simulated Alkaline and Carbonated Concrete Pore Solutions,” Corrosion Science, V. 57, pp. 241-253. doi: 10.1016/j.corsci.2011.12.01210.1016/j.corsci.2011.12.012 ↗
16. Mullins, G.; Sen, R.; and Sagüés, A., 2014, “Design and Construction of Precast Piles with Stainless Reinforcing Steel,” Florida Department of Transportation, Tallahassee, FL.
17. NCHRP Report 907, 2019, “Design of Concrete Bridge Beams Prestressed with CFRP Systems,” Transportation Research Board, Washington, DC.
18. Park, H., and Cho, J.-Y., 2017, “Ductility Analysis of Prestressed Concrete Members with High-Strength Strands and Code Implications,” ACI Structural Journal, V. 114, No. 2, Mar.-Apr., pp. 407-416. doi: 10.14359/5168943510.14359/51689435 ↗
19. Paul, A.; Gleich, L. B.; and Kahn, L. F., 2017a, “Structural Performance of Prestressed Concrete Bridge Piles Using Duplex Stainless Steel Strands,” Journal of Structural Engineering, ASCE, V. 143, No. 7, p. 04017042. doi: 10.1061/(ASCE)ST.1943-541X.000177010.1061/(ASCE)ST.1943-541X.0001770 ↗
20. Paul, A.; Gleich, L. B.; and Kahn, L. F., 2017b, “Transfer and Development Length of High-Strength Duplex Stainless Steel Strand in Prestressed Concrete Piles,” PCI Journal, V. 62, No. 3, pp. 59-71. doi: 10.15554/pcij62.3-0110.15554/pcij62.3-01 ↗
21. PCI, 2010, “PCI Design Handbook: Precast and Prestressed Concrete,” Precast/Prestressed Concrete Institute, Chicago, IL.
22. Schuetz, D. P., 2013, “Investigation of High Strength Stainless Steel Prestressing Strands,” MSc thesis, Georgia Institute of Technology, Atlanta, GA