Side-Face Blowout Failure of Headed Bars in High-Strength Concrete
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OpenAlex topics: Structural Response to Dynamic Loads · Concrete Corrosion and Durability · Engineering and Material Science Research
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References (13)
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1. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 2019, 624 pp.
2. Shao, Y.; Darwin, D.; O’Reilly, M.; Lequesne, R. D.; Ghimire, K. P.; and Hano, M., “Anchorage of Conventional and High-Strength Headed Reinforcing Bars,” SM Report No. 117, The University of Kansas Center for Research, Inc., Lawrence, KS, 2016, 334 pp.
3. Chun, S.-C., “Components of Side-Face Blowout Strengths of Headed Bars in Exterior Beam-Column Joints,” ACI Structural Journal, V. 116, No. 2, Mar. 2019, pp. 159-169. doi: 10.14359/5171114110.14359/51711141 ↗
4. Chun, S.-C.; Choi, C.-S.; and Jung, H.-S., “Side-Face Blowout Failure of Large-Diameter High-Strength Headed Bars in Beam-Column Joints,” ACI Structural Journal, V. 114, No. 1, Jan.-Feb. 2017, pp. 161-172. doi: 10.14359/5168916110.14359/51689161 ↗
5. Thompson, M. K.; Jirsa, J. O.; and Breen, J. E., “Behavior and Capacity of Headed Reinforcement,” ACI Structural Journal, V. 103, No. 4, July-Aug. 2006, pp. 522-530.10.14359/16428 ↗
6. ASTM A970/A970M-18, “Standard Specification for Headed Steel Bars for Concrete Reinforcement,” West Conshohocken, PA, 2018, 10 pp.
7. Choi, C. M., “Strength of Headed Bars Anchored in CCT Nodes,” master’s thesis, Mokpo National University, Mokpo, Korea, Feb. 2014, 70 pp.
8. Joint ACI-ASCE Committee 352, “Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures (ACI 352-02),” American Concrete Institute, Farmington Hills, MI, 2002, 38 pp.
9. ISO 6892-1, “Metallic Materials — Tensile Testing — Part 1: Method of Test at Room Temperature,” International Organization for Standardization, Geneva, Switzerland, 2019.
10. Hwang, H.-J.; Park, H.-G.; and Yi, W.-J., “Nonuniform Bond Stress Contribution Model for Evaluation of Bar Development Length,” ACI Structural Journal, V. 114, No. 4, July-Aug. 2017, pp. 839-849. doi: 10.14359/5168944610.14359/51689446 ↗
11. Hwang, H.-J.; Park, H.-G.; and Yi, W.-J., “Development Length of Standard Hooked Bar Based on Non-Uniform Bond Stress Contribution,” ACI Structural Journal, V. 114, No. 6, Nov.-Dec. 2017, pp. 1637-1648. doi: 10.14359/5170091810.14359/51700918 ↗
12. Furche, J., and Elingehausen, R., “Lateral Blow-Out Failure of Headed Studs Near a Free Edge,” Anchors in Concrete—Design and Behavior, SP-130, American Concrete Institute, Farmington Hills, MI, 1991, pp. 235-252.
13. Bashandy, T. R., “Application of Headed Bars in Concrete Members,” PhD dissertation, The University of Texas at Austin, Austin, TX, 1996, 302 pp.