Performance of Innovative Precast Concrete Sleepers Prestressed with Glass Fiber-Reinforced Polymer Reinforcing Bars
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: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Concrete Corrosion and Durability
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (18)
Show source-provided references
1. AASHTO, 2009, “Bridge Design Guide Specifications for GFRP-Reinforced Concrete Bridge Decks and Traffic Railings,” American Association of State Highway and Transportation Officials, Washington, DC.
2. ACI Committee 440, 2015, “Guide for the Design and Construction of Concrete Reinforced with Fiber-Reinforced Polymer Bars (ACI 440.1R-15),” American Concrete Institute, Farmington Hills, MI, 88 pp.
3. Ali, A. H.; Mohamed, H. M.; and Benmokrane, B., 2017, “Shear Strength of Circular Concrete Beams Reinforced with Glass Fiber-Reinforced Polymer Bars and Spirals,” ACI Structural Journal, V. 114, No. 1, pp. 39-49.10.14359/51689423 ↗
4. Amtrak, 2013, “American Recovery and Reinvestment Act: Amtrak has Taken Positive Steps to Safeguard Funds Used for Concrete Tie Replacement Program,” Report No. OIG-E-2013-017, https://amtrakoig.gov/.
5. AREMA, 2014, “Manual for Railway Engineering,” American Railway Engineering and Maintenance-of-Way Association, Lanham, MD.
6. ASTM D3171-15, 2015, “Standard Test Methods for Constituent Content of Composite Materials,” ASTM International, West Conshohocken, PA.
7. ASTM C39/C39M-18, 2018, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA.
8. ASTM A421-15, 2015, “Standard Specification for Stress-Relieved Steel Wire for Prestressed Concrete,” ASTM International, West Conshohocken, PA.
9. ASTM D7205-16, 2016, “Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars,” ASTM International, West Conshohocken, PA.
10. Ferdous, W., and Manalo, A., 2014, “Failures of Mainline Railway Sleepers and Suggested Remedies–Review of Current Practice,” Engineering Failure Analysis, V. 44, pp. 17-35. doi: 10.1016/j.engfailanal.2014.04.02010.1016/j.engfailanal.2014.04.020 ↗
11. Ferdous, W.; Manalo, A.; Van Erp, G.; Aravinthan, T.; Kaewunruen, S.; and Remennikov, A., 2015, “Composite Railway Sleepers–Recent Developments, Challenges, and Future Prospects,” Composite Structures, V. 134, pp. 158-168. doi: 10.1016/j.compstruct.2015.08.05810.1016/j.compstruct.2015.08.058 ↗
12. Pultrall Inc., 2014, V-ROD GFRP Rebars Data Sheet, www.pultrall.com
13. Rossini, M., and Nanni, A., 2019, “Composite Strands for Prestressed Concrete: State-of-the-Practice and Experimental Investigation into Mild Prestressing with GFRP,” Construction and Building Materials, V. 205, pp. 486-498. doi: 10.1016/j.conbuildmat.2019.02.04510.1016/j.conbuildmat.2019.02.045 ↗
14. Sym-Tech Precast Concrete Inc, St-Hyacinthe, QC. http://www.sym-techbeton.com/
15. Thun, H.; Utsi, S.; and Elfgren, L., 2008, “Load Carrying Capacity Of Cracked Concrete Railway Sleepers,” Structural Concrete, V. 9, No. 3, pp. 153-161. doi: 10.1680/stco.2007.0002410.1680/stco.2007.00024 ↗
16. Van Dyk, B. J.; Dersch, M. S.; and Edwards, J. R., 2012, “International Concrete Crosstie and Fastening System Survey–Final Results,” University of Illinois at Urbana-Champaign, Urbana, IL.
17. Zawam, M.; Soudki, K.; and West, J. S., 2017, “Effect of Prestressing Level on the Time-Dependent Behavior of GFRP Prestressed Concrete Beams,” Journal of Composites for Construction, ASCE, V. 21, No. 4, p. 04017001. doi: 10.1061/(ASCE)CC.1943-5614.000078310.1061/(ASCE)CC.1943-5614.0000783 ↗
18. Zeman, J. C.; Edwards, J. R.; Barkan, C. P.; and Lange, D. A., 2009, “Failure Mode and Effect Analysis of Concrete Ties in North America,” Proceedings of the 9th International Heavy Haul Conference, pp. 270-278.