Strength of Interface Shear Reinforcement with Limited Development Length
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Concrete Corrosion and Durability
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References (24)
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14. Palacios, G., 2015, “Performance of Full-Scale Ultra-High Performance Fiber-Reinforced Concrete Column Subjected to Extreme Earthquake-Type Loading and Effect of Surface Preparation on the Cohesion and Friction Factors of the AASHTO Interface Shear Equation,” master’s thesis, Department of Civil Engineering, University of Texas at Arlington, Arlington, TX, 625 pp.10.51202/9783816793977-401 ↗
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16. Paulay, T., and Loeber, P. J., 1974, “Shear Transfer by Aggregate Interlock,” Shear in Reinforced Concrete, SP-42, American Concrete Institute, Farmington Hills, MI, pp. 1-15.
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18. Rehm, G., 1969, “Criteria for Evaluation of Reinforcement bars with High Quality Composite, Reinforced Concrete,” Reports from Research and Practice, Wilhelm Ernst & Sohn, Berlin, Germany, pp. 79-96.
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23. Waweru, R. N., 2015, “Strength of Horizontal Shear Reinforcement with Limited Development,” PhD dissertation, University of Texas at Arlington, Arlington, TX, 305 pp.
24. Wight, J. K., 2016, Reinforced Concrete—Mechanics and Design, seventh edition, Pearson Education Inc., Hoboken, NJ, 1144 pp.