journal article·2018-01-01

Behavior of Straight and T-Headed ASTM A1035/A1035M Bar Splices in Flexural Members

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ACI Structural Journal· Volume 115· Issue 1
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Innovative concrete reinforcement materials

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References (10)

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1. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 519 pp.
2. ACI Innovation Task Group 6, 2010, “Design Guide for the Use of ASTM A1035/A1035M Grade 100 (690) Steel Bars for Structural Concrete (ACI ITG-6R-10),” American Concrete Institute, Farmington Hills, MI, 90 pp.
3. Applied Technology Council, 2014, “Roadmap for the Use of High-Strength Reinforcement in Reinforced Concrete Design (ATC-115),” Redwood City, CA, 194 pp.
4. Hosny, A.; Seliem, H. M.; Rizkalla, S.; and Zia, P., 2012, “Development Length of Unconfined Conventional and High-Strength Steel Reinforcing Bars,” ACI Structural Journal, V. 109, No. 5, Sept.-Oct., pp. 655-664.10.14359/51684043 ↗
5. Joint ACI-ASCE Committee 408, 2003, “Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03),” American Concrete Institute, Farmington Hills, MI, 49 pp.
6. Mander, J. B.; Priestley, M. J. N.; and Park, R., 1988, “Theoretical Stress-Strain Model for Confined Concrete,” Journal of Structural Engineering, ASCE, V. 114, No. 8, pp. 1804-1826. doi: 10.1061/(ASCE)0733-9445(1988)114:8(1804)10.1061/(ASCE)0733-9445(1988)114:8(1804) ↗
7. Mast, R. F.; Dawood, M.; Rizkalla, S. H.; and Zia, P., 2008, “Flexural Strength Design of Concrete Beams Reinforced with High-Strength Steel Bars,” ACI Structural Journal, V. 105, No. 4, July-Aug., pp. 570-577.10.14359/19940 ↗
8. Seliem, H. A.; Hosny, A.; Rizkalla, S.; Zia, P.; Briggs, M.; Miller, S.; Darwin, D.; Browning, J.; Glass, G. M.; Hoyt, K.; Donnelly, K.; and Jirsa, J. O., 2009, “Bond Characteristics of ASTM A1035 Steel Reinforcing Bars,” ACI Structural Journal, V. 106, No. 4, July-Aug., pp. 530-539.10.14359/56619 ↗
9. Shahrooz, B. M.; Reis, J. M.; Wells, E. L.; Miller, R. A.; Harries, K. A.; and Russell, H. G., 2014, “Flexural Members with High-Strength Reinforcement: Behavior and Code Implications,” Journal of Bridge Engineering, ASCE, V. 19, No. 5, pp. 1-7. doi: 10.1061/(ASCE)BE.1943-5592.000057110.1061/(ASCE)BE.1943-5592.0000571 ↗
10. Thompson, M. K.; Ledesma, A.; Jirsa, J. O.; and Breen, J. E., 2006, “Lap Splices Anchored by Headed Bars,” ACI Structural Journal, V. 103, No. 2, Mar.-Apr., pp. 271-279.10.14359/15185 ↗