Strut-and-Tie Model for Punching Failure of Column Footings and Pile Caps
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Geotechnical Engineering and Underground Structures · Structural Load-Bearing Analysis
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References (14)
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1. Park, J.; Kuchma, D. A.; and Souza, R. A., “Strength Predictions of Pile Caps by Strut-and-Tie Model Approach,” Canadian Journal of Civil Engineering, V. 35, No. 12, 2008, pp. 1399-1413. doi: 10.1139/L08-06210.1139/L08-062 ↗
2. Souza, R.; Kuchma, D.; Park, J. W.; and Bittencourt, T., “Adaptable Strut-and-Tie Model for Design and Verification of Four-Pile Caps,” ACI Structural Journal, V. 106, No. 2, Mar.-Apr. 2009, pp. 142-150.10.14359/56352 ↗
3. Broms, C. E., “Tangential Strain Theory for Punching Failure of Flat Slabs,” ACI Structural Journal, V. 113, No. 1, Jan.-Feb. 2016, pp. 95-104. doi: 10.14359/5168794210.14359/51687942 ↗
4. Eurocode 2, “Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings,” European Committee for Standardization, Brussels, Belgium, 2004, 225 pp.
5. DIN EN 1992-1-1/NA: 2013-04, “National Annex - Nationally Determined Parameters - Eurocode 2: Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings,” German Institute for Standardization, Berlin Germany, 2013, 101 pp.
6. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2014, 520 pp.
7. Dieterle, H., “Zur Bemessung von Fundamentplatten ohne Schubbewehrung,” Beton- und Stahlbetonbau, V. 73, No. 2, 1978, pp. 29-37. doi: 10.1002/best.19780005010.1002/best.197800050 ↗
8. Dieterle, H., and Rostasy, F. S., Versuche an quadratischen Einzelfundamente mit und ohne Schubbewehrung,” Bericht über das Forschungsvorhaben, V. 175, Otto Graf-Institut, Universität Stuttgart, 1981.
9. Hegger, J.; Ricker, M.; and Sherif, A. G., “Punching Strength of Reinforced Concrete Footings,” ACI Structural Journal, V. 106, No. 5, Sept.-Oct. 2009, pp. 706-716.10.14359/51663111 ↗
10. Siburg, C., and Hegger, J., “Experimental Investigations on the Punching Behaviour of Reinforced Concrete Footings with Structural Dimensions,” Structural Concrete, V. 15, No. 3, 2014, pp. 331-339. doi: 10.1002/suco.20130008310.1002/suco.201300083 ↗
11. Hegger, J.; Sherif, A. G.; and Ricker, M., “Experimental Investigations on Punching Behavior of Reinforced Concrete Footings,” ACI Structural Journal, V. 103, No. 4, July-Aug. 2006, pp. 604-613.10.14359/16437 ↗
12. Simões, J. T.; Bujnak, J.; Ruiz, M. F.; and Muttoni, A., “Punching Shear Tests on Compact Footings with Uniform Soil Pressure,” Structural Concrete, V. 17, No. 4, 2016, pp. 603-617. doi: 10.1002/suco.20150017510.1002/suco.201500175 ↗
13. Clarke, J. L., “Behavior and Design of Pile Caps with Four Piles,” Technical Report No. 42.489, Cement and Concrete Association, Wexham Springs, UK, 1973.
14. Blévot, J. L., and Frémy, R., “Semelles aux Pieux,” Institute Technique du Batiment et des Travaux Publics, V. 20, No. 230, 1967, pp. 223-295.