Strength and Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Box Girders without Web Reinforcement under Pure Torsion
Source abstract
Abstract
The American Concrete Institute (ACI) is a leading authority and resource worldwide for the development and distribution of consensus-based standards, technical resources, educational programs, certification programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Structural Load-Bearing Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (38)
Show source-provided references
1. AASHTO, 2018, “AASHTO LRFD Bridge Design Guide Specifications for GFRP-Reinforced Concrete,” second edition, American Association of State Highway and Transportation Officials, Washington, DC.
2. ACI Committee 318, 2019, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 624 pp.
3. ACI Committee 440, 2015, “Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer (FRP) Bars (ACI 440.1R-15),” American Concrete Institute, Farmington Hills, MI, 88 pp.
4. ASTM C39/C39M-21, 2021, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 8 pp.
5. ASTM C496/C496M-17, 2017, “Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 5 pp.
6. ASTM D7205/D7205M-21, 2021, “Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars,” ASTM International, West Conshohocken, PA, 13 pp.
7. ASTM D7914/D7914M-21, 2021, “Standard Test Method for Strength of Fiber Reinforced Polymer (FRP) Bent Bars in Bend Locations,” ASTM International, West Conshohocken, PA, 6 pp.
8. Bernardo, L. F. A., and Lopes, S. M. R., 2008, “Behaviour of Concrete Beams under Torsion: NSC Plain and Hollow Beams,” Materials and Structures, V. 41, No. 6, July, pp. 1143-1167. doi: 10.1617/s11527-007-9315-010.1617/s11527-007-9315-0 ↗
9. CSA A23.3:19, 2019, “Design of Concrete Structures,” CSA Group, Toronto, ON, Canada, 301 pp.
10. CSA S6:19, 2019, “Canadian Highway Bridge Design Code,” CSA Group, Toronto, ON, Canada, 1182 pp.
11. CSA S806-12(R2017), 2017, “Design and Construction of Building Components with Fibre-Reinforced Polymers,” CSA Group, Toronto, ON, Canada.
12. CSA S807:19, 2019, “Specification for Fibre-Reinforced Polymers,” CSA Group, Toronto, ON, Canada, 67 pp.
13. Deifalla, A.; Hamed, M.; Saleh, A.; and Ali, T., 2014, “Exploring GFRP Bars as Reinforcement for Rectangular and L-Shaped Beams Subjected to Significant Torsion: An Experimental Study,” Engineering Structures, V. 59, Feb., pp. 776-786. doi: 10.1016/j.engstruct.2013.11.02710.1016/j.engstruct.2013.11.027 ↗
14. El-Salakawy, E.; Masmoudi, R.; Benmokrane, B.; Brière, F.; and Desgagné, G., 2004, “Pendulum Impacts into Concrete Bridge Barriers Reinforced with Glass Fibre Reinforced Polymer Composite Bars,” Canadian Journal of Civil Engineering, V. 31, No. 4, Aug., pp. 539-552. doi: 10.1139/l04-00610.1139/l04-006 ↗
15. Eladawy, M.; Hassan, M.; and Benmokrane, B., 2019, “Experimental Study of Interior Glass Fiber-Reinforced Polymer-Reinforced Concrete Slab-Column Connections under Lateral Cyclic Load,” ACI Structural Journal, V. 116, No. 6, Nov., pp. 165-180. doi: 10.14359/5171680310.14359/51716803 ↗
16. Hadhood, A.; Gouda, M. G.; Agamy, M. H.; Mohamed, H. M.; and Sherif, A., 2020, “Torsion in Concrete Beams Reinforced with GFRP Spirals,” Engineering Structures, V. 206, Mar., Article No. 110174. doi: 10.1016/j.engstruct.2020.11017410.1016/j.engstruct.2020.110174 ↗
17. Hsu, T. T. C., 1968, “Torsion of Structural Concrete—A Summary on Pure Torsion,” Torsion of Structural Concrete, SP-18, American Concrete Institute, Farmington Hills, MI, pp. 165-178.
18. Hsu, T. T. C., 1973, “Post-Cracking Torsional Rigidity of Reinforced Concrete Sections,” ACI Journal Proceedings, V. 70, No. 5, May, pp. 352-360.10.14359/11218 ↗
19. Hsu, T. T. C., 1984, Torsion of Reinforced Concrete, Van Nostrand Reinhold, New York, NY.
20. Hsu, T. T. C., and Mo, Y. L., 1985, “Softening of Concrete in Torsional Members—Theory and Tests,” ACI Journal Proceedings, V. 82, No. 3, May-June, pp. 290-303. doi: 10.14359/1033510.14359/10335 ↗
21. Jeng, C.-H.; Chiu, H.-J.; and Peng, S.-F., 2013, “Design Formulas for Cracking Torque and Twist in Hollow Reinforced Concrete Members,” ACI Structural Journal, V. 110, No. 3, May-June, pp. 457-467. doi: 10.14359/5168560310.14359/51685603 ↗
22. JSCE, 1997, “Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials,” Concrete Engineering Series 23, A. Machida, ed., Japan Society of Civil Engineers, Tokyo, Japan, 325 pp.
23. Khagehhosseini, A. H.; Porhosseini, R.; Morshed, R.; and Eslami, A., 2013, “An Experimental and Numerical Investigation on the Effect of Longitudinal Reinforcements in Torsional Resistance of RC Beams,” Structural Engineering and Mechanics, V. 47, No. 2, July, pp. 247-263. doi: 10.12989/sem.2013.47.2.24710.12989/sem.2013.47.2.247 ↗
24. Koutchoukali, N.-E., and Belarbi, A., 2001, “Torsion of High-Strength Reinforced Concrete Beams and Minimum Reinforcement Requirement,” ACI Structural Journal, V. 98, No. 4, July-Aug., pp. 462-469. doi: 10.14359/1028910.14359/10289 ↗
25. Leonhardt, F., and Schelling, G., 1974, Torsionsversuche an Stahlbetonbalken, Deutscher Ausschuss für Stahlbeton: Schriftenreih, V. 239, Ernst & Sohn, Berlin, Germany, 122 pp. (in German)
26. Mitchell, D., and Collins, M. P., 1974, “Diagonal Compression Field Theory — A Rational Model for Structural Concrete in Pure Torsion,” ACI Journal Proceedings, V. 71, No. 8, Aug., pp. 396-408.10.14359/7103 ↗
27. Mohamed, H. M., and Benmokrane, B., 2014, “Design and Performance of Reinforced Concrete Water Chlorination Tank Totally Reinforced with GFRP Bars: Case Study,” Journal of Composites for Construction, ASCE, V. 18, No. 1, Feb., p. 05013001. doi: 10.1061/(ASCE)CC.1943-5614.000042910.1061/(ASCE)CC.1943-5614.0000429 ↗
28. Mohamed, H. M., and Benmokrane, B., 2015, “Torsion Behavior of Concrete Beams Reinforced with Glass Fiber-Reinforced Polymer Bars and Stirrups,” ACI Structural Journal, V. 112, No. 5, Sept.-Oct., pp. 543-552. doi: 10.14359/5168782410.14359/51687824 ↗
29. Mohamed, H. M., and Benmokrane, B., 2016, “Reinforced Concrete Beams with and without FRP Web Reinforcement under Pure Torsion,” Journal of Bridge Engineering, ASCE, V. 21, No. 3, Mar., p. 04015070. doi: 10.1061/(ASCE)BE.1943-5592.000083910.1061/(ASCE)BE.1943-5592.0000839 ↗
30. Mohamed, H. M.; Ali, A. H.; Hadhood, A.; Mousa, S.; Abdelazim, W.; and Benmokrane, B., 2020, “Testing, Design, and Field Implementation of GFRP RC Soft-Eyes for Tunnel Construction,” Tunnelling and Underground Space Technology, V. 106, Article No. 103626. doi: 10.1016/j.tust.2020.10362610.1016/j.tust.2020.103626 ↗
31. Mohamed, H. M.; Chaallal, O.; and Benmokrane, B., 2015, “Torsional Moment Capacity and Failure Mode Mechanisms of Concrete Beams Reinforced with Carbon FRP Bars and Stirrups,” Journal of Composites for Construction, ASCE, V. 19, No. 2, Apr., p. 04014049. doi: 10.1061/(ASCE)CC.1943-5614.000051510.1061/(ASCE)CC.1943-5614.0000515 ↗
32. Mousa, S.; Mohamed, H. M.; and Benmokrane, B., 2018, “Flexural Strength and Design Analysis of Circular Reinforced Concrete Members with Glass Fiber-Reinforced Polymer Bars and Spirals,” ACI Structural Journal, V. 115, No. 5, Sept., pp. 1353-1364. doi: 10.14359/5170228210.14359/51702282 ↗
33. Park, S.-K.; Ko, W.-J.; and Kim, H.-Y., 2001, “Estimation of Torsional Crack Width for Concrete Structural Members,” Magazine of Concrete Research, V. 53, No. 5, Oct., pp. 337-345. doi: 10.1680/macr.2001.53.5.33710.1680/macr.53.5.337.39453 ↗
34. Pultrall Inc., 2019, Composite Reinforcing Rods Technical Data Sheet, Thetford Mines, QC, Canada.
35. Rahal, K. N., and Collins, M. P., 1995, “Analysis of Sections Subjected to Combined Shear and Torsion—A Theoretical Model,” ACI Structural Journal, V. 92, No. 4, July-Aug., pp. 459-469. doi: 10.14359/99510.14359/995 ↗
36. Rausch, E., 1953, Drillung, Schub und Scheren im Stahlbetonbau (Torsion, Diagonal Tension, and Shear in Reinforced Concrete), Deutscher Ingenieur-Verlag GmbH, Düsseldorf, Germany, 168 pp. (in German)
37. Shehab, H. K.; El-Awady, M. E.; and Husain, M., Sayed Mandour, 2009, “Behavior of Concrete Beams Reinforced by FRP Bars under Torsion,” Proceedings of the Thirteenth International Conference on Structural and Geotechnical Engineering (13th ICSGE), Cairo, Egypt, pp. 931-942.
38. Zhou, J.; Shen, W.; and Wang, S., 2017, “Experimental Study on Torsional Behavior of FRC and ECC Beams Reinforced with GFRP Bars,” Construction and Building Materials, V. 152, Oct., pp. 74-81. doi: 10.1016/j.conbuildmat.2017.06.13110.1016/j.conbuildmat.2017.06.131 ↗