Development of the One-Way Shear Design Provisions of ACI 318-19 for Reinforced Concrete
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Structural Load-Bearing Analysis
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References (35)
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1. AASHTO, 1994, “LRFD Bridge Design Specifications,” first edition, American Association of State Highway and Transportation Officials, Washington, DC, 900 pp.
2. AASHTO, 2017, “LRFD Bridge Design Specifications,” eighth edition, American Association of State Highway and Transportation Officials, Washington, DC, 1781 pp.
3. ACI Committee 318, 1963, “Building Code Requirements for Reinforced Concrete (ACI 318-63),” American Concrete Institute, Farmington Hills, MI, 144 pp.
4. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary,” American Concrete Institute, Farmington Hill, MI, 520 pp.
5. ACI Committee 440, 2015, “Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer Bars (ACI 440.1R-15),” American Concrete Institute, Farmington Hills, MI, 88 pp.
6. Bažant, Z., 1984, “Size Effect in Blunt Fracture: Concrete, Rock, Metal,” Journal of Engineering Mechanics, ASCE, V. 110, No. 4, pp. 518-535. doi: 10.1061/(ASCE)0733-9399(1984)110:4(518)10.1061/(ASCE)0733-9399(1984)110:4(518) ↗
7. Bažant, Z. P.; Yu, Q.; Gerstle, W.; Hanson, J.; and Ju, W., 2007, “Justification of ACI 446 Code Provisions for Shear Design of Reinforced Concrete Beams,” ACI Structural Journal, V. 104, No. 5, Sept.-Oct., pp. 601-610.10.14359/18862 ↗
8. Belarbi, A.; Kuchma, D. A.; and Sanders, D. H., 2017, “Proposals for New One-Way Shear Equations for the 318 Building Code,” Concrete International, V. 39, No. 9, Sept., pp. 29-32.
9. Bentz, E. C., and Collins, M. P., 2017, “Updating the ACI Shear Design Provisions,” Concrete International, V. 39, No. 9, Sept., pp. 33-38.
10. Choi, K. K.; Park, H. G.; and Wight, J. K., 2007, “Unified Shear Strength Model for Reinforced Concrete Beams – Part I: Development,” ACI Structural Journal, V. 104, No. 2, Mar.-Apr., pp. 142-152.10.14359/18526 ↗
11. Cladera, A.; Marí, A.; Bairán, J. M.; Ribas, C.; and Oller, E., 2017, “One-Way Shear Design Method Based on Multi-Action Model: A Compromise between Simplicity and Accuracy,” Concrete International, V. 39, No. 9, Sept., pp. 40-46.
12. Cladera, A.; Marí, A.; Bairán, J. M.; Ribas, C.; Oller, E.; and Duarte, N., 2016, “The Compression Chord Capacity Model for the Shear Design and Assessment of Reinforced and Prestressed Concrete Beams,” Journal of Structural Control, V. 17, No. 6, pp. 1017-1032.10.1002/suco.201500214 ↗
13. CSA Committee A23.3, 1994, “Design of Concrete Structures,” CSA Group, Toronto, ON, Canada.
14. CSA Committee A23.3, 2004, “Design of Concrete Structures,” CSA Group, Toronto, ON, Canada, 240 pp.
15. EN 1992-1-1, 1992, “Design of Concrete Structures, Part 1: General Rules and Rules for Buildings (EuroCode 2),” European Committee for Standardization, Brussels Belgium, 425 pp.
16. fib Report, 1999, “Practical Design of Structural Concrete,” International Federation of Concrete, Lausanne, Switzerland, 114 pp.
17. fib Model Code 2010, 2012, “Final Draft, Volume 1 fib Bulletins N° 65. Model Code 2010,” Lausanne, Switzerland, 350 pp.
18. Frosch, R. J.; Yu, Q.; Cusatis, G.; and Bažant, Z. P., 2017, “A Unified Approach to Shear Design,” Concrete International, V. 39, No. 9, Sept., pp. 47-52.
19. Joint ACI-ASCE Committee 326, 1962a, “Shear and Diagonal Tension, Part 1—General Principles,” ACI Journal Proceedings, V. 59, No. 1, Jan., pp. 1-30.10.14359/7913 ↗
20. Joint ACI-ASCE Committee 326, 1962b, “Shear and Diagonal Tension, Part 2—Beams and Frames,” ACI Journal Proceedings, V. 59, No. 2, Feb., pp. 277-344.10.14359/7920 ↗
21. Joint ACI-ASCE Committee 326, 1962c, “Shear and Diagonal Tension, Part 3—Slabs and Footings,” ACI Journal Proceedings, V. 59, No. 3, Mar., pp. 352-396.10.14359/7921 ↗
22. Joint ACI-ASCE Committee 445, 1999, “Recent Approaches to the Shear Design of Structural Concrete (ACI 445R-99) (Reapproved 2015),” American Concrete Institute, Farmington Hills, MI, 55 pp.
23. Kaufmann, W., and Marti, P., 1998, “Structural Concrete: Cracked Membrane Model,” Journal of Structural Engineering, ASCE, V. 124, No. 12, pp. 1467-1475. doi: 10.1061/(ASCE)0733-9445(1998)124:12(1467)10.1061/(ASCE)0733-9445(1998)124:12(1467) ↗
24. Kuchma, D. A.; Hawkins, N. M.; Kim, S.-H.; Sun, S.; and Kim, K.-S., 2008, “Simplified Shear Provisions of the AASHTO LRFD Bridge Design Specifications,” PCI Journal, V. 53, No. 3, May-June, pp. 53-73. doi: 10.15554/pcij.05012008.53.7310.15554/pcij.05012008.53.73 ↗
25. Lampert, P., and Thürlimann, B., 1969, “Torsion-BiegeVersuche an Stahlbetonbalken (Torsion-Bending Tests on Reinforced Concrete Beams),” Bericht Nr. 6506-3, Institute of Baustatik, ETH, Zurich, Switzerland. (in German)
26. Li, Y.-A.; Hsu, T. C.; and Hwang, S.-J., 2017, “Shear Strength of Prestressed and Nonprestressed Concrete Beams,” Concrete International, V. 39, No. 9, Sept., pp. 53-57.
27. Nielsen, M. P., 1967, “Om Forskydningsarmering i Jernbetonbjaelker (On Shear Reinforcement in Reinforced Concrete Beams),” Bygningsstatiske Meddelelser, V. 38, No. 2, pp. 33-58.
28. Pang, X., and Hsu, T. T. C., 1995, “Behavior of Reinforced Concrete Membrane Elements in Shear,” ACI Structural Journal, V. 92, No. 6, Nov.-Dec., pp. 665-679.10.14359/9661 ↗
29. Park, H.-G., and Choi, K.-K., 2017, “Unified Shear Design Method of Concrete Beams Based on Compression Zone Failure Mechanism,” Concrete International, V. 39, No. 9, Sept., pp. 59-63.
30. Reineck, K.-H., 2017, “Proposal for ACI 318 Shear Design,” Concrete International, V. 39, No. 9, Sept., pp. 65-70.
31. Reineck, K.-H.; Bentz, E. C.; Fitik, B.; Kuchma, D. A.; and Bayrak, O., 2013, “The ACI-DAFSTB Database of Shear Tests on Slender Reinforced Concrete Beams without Stirrups,” ACI Structural Journal, V. 110, No. 5, Sept.-Oct., pp. 867-875.10.14359/51685839 ↗
32. Reineck, K.-H.; Bentz, E. C.; Fitik, B.; Kuchma, D. A.; and Bayrak, O., 2014, “The ACI-DAfStb Databases with Shear Tests on Slender Reinforced Concrete Beams with Stirrups,” ACI Structural Journal, V. 111, No. 5, Sept.-Oct., pp. 1147-1156. doi: 10.14359/5168681910.14359/51686819 ↗
33. Tureyen, A. K., and Frosch, R. J., 2003, “Concrete Shear Strength: Another Perspective,” ACI Structural Journal, V. 100, No. 5, Sept.-Oct., pp. 609-615.10.14359/12802 ↗
34. Vecchio, F. J., and Collins, M. P., 1986, “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear,” ACI Journal Proceedings, V. 83, No. 2, Mar.-Apr., pp. 219-231.10.14359/10416 ↗
35. Wolf, T. S., and Frosch, R. J., 2007, “Shear Design of Prestressed Concrete: A Unified Approach,” Journal of Structural Engineering, ASCE, V. 133, No. 11, pp. 1512-1519. doi: 10.1061/(ASCE)0733-9445(2007)133:11(1512)10.1061/(ASCE)0733-9445(2007)133:11(1512) ↗