Comparative Study of Punching Shear and Concrete Breakout
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Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Response to Dynamic Loads · Geotechnical Engineering and Underground Structures
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References (8)
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1. ACI Committee 318, 2019, “Building Code Requirements for Structural Concrete and Commentary (ACI 318-19),” American Concrete Institute, Farmington Hills, MI, 624 pp.
2. ASCE 426, 1974, “The Shear Strength of Reinforced Concrete Members – Slabs,” Joint ASCE-ACI Task Committee 426 on Shear and Diagonal Tension of the Committee on Masonry and Reinforced Concrete of the Structural Division, Journal of the Structural Division, V. 100, No. ST8, pp. 1543-1591.10.1061/JSDEAG.0003838 ↗
3. Eligehausen, R.; Mallée, R.; and Silva, J. F., 2006, Anchorage in Concrete Construction, Ernst & Sohn, Berlin, Germany, 2006.
4. Fuchs, W.; Eligehausen, R.; and Breen, J., 1995, “Concrete Capacity Design (CCD) Approach for Fastening to Concrete,” ACI Structural Journal, V. 92, No. 1, Jan.-Feb., pp. 73-94.10.14359/1533 ↗
5. Gaspar Rodriguez, D., 2018, “Comparative Study of Punching Shear and Concrete Breakout Behavior in Reinforced Concrete Foundation Elements,” MS thesis, Civil and Environmental Engineering, University of California, Berkeley, Berkeley, CA, 127 pp.
6. Hahn, G., and Meeker, W., 1991, Statistical Intervals: A Guide for Practitioners, John Wiley & Sons, New York, 397 pp.10.1002/9780470316771 ↗
7. Ospina, C. E., and Hawkins, N. M., 2017, “Effect of Slab Flexural Reinforcement and Depth on Punching Strength,” Punching Shear of Structural Concrete Slabs: Honoring Neil M. Hawkins ACI-fib International Symposium, SP-315, American Concrete Institute, Farmington Hills, MI, pp. 117-140.10.35789/fib.BULL.0081.Ch07 ↗
8. RILEM TC, 1994, “FMC 2 Size-Effect Method for Determining Fracture Energy and Process Zone Size of Concrete, 1990,” RILEM Recommendations for the Testing and Use of Construction Materials, RILEM, Paris, France, pp. 102-106.10.1201/9781482271362 ↗