journal article·2024-05-01

Punching Shear Strength of Isolated Concrete Column Footings with Low Shear Span-Depth Ratios

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ACI Structural Journal· Volume 121· Issue 3
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OpenAlex topics: Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Soil Stabilization · Structural Behavior of Reinforced Concrete

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References (37)

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1. Noh, J. O., “Punching Shear Strength of Column-Footings with Short Shear Span,” doctoral dissertation, Seoul National University, Seoul, South Korea, 2021.
2. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 2019, 624 pp.
3. EN 1992-1-1:2004, “Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings,” European Committee for Standardization, Brussels, Belgium, 2004.
4. KDS 14 20 22, “Design Code for Shear and Torsion of Concrete Structures,” Korea Concrete Institute, Seoul, South Korea, 2021. (in Korean)
5. Lips, S.; Fernández Ruiz, M.; and Muttoni, A., “Experimental Investigation on Punching Strength and Deformation Capacity of Shear-Reinforced Slabs,” ACI Structural Journal, V. 109, No. 6, Nov.-Dec. 2012, pp. 889-900.10.14359/51684132 ↗
6. Schmidt, P.; Kueres, D.; and Hegger, J., “Punching Shear Behavior of Reinforced Concrete Flat Slabs with a Varying Amount of Shear Reinforcement,” Structural Concrete, V. 21, No. 1, 2020, pp. 235-246. doi: 10.1002/suco.20190001710.1002/suco.201900017 ↗
7. Fernández Ruiz, M., and Muttoni, A., “Performance and Design of Punching-Shear Reinforcing Systems,” 3rd fib International Congress, Washington, DC, 2010.
8. Farhey, D. N.; Yankelevsky, D. Z.; and Adin, M. A., “Resistance Mechanism Model for Reinforced Concrete Flat Slab-Column Frame Connections,” ACI Structural Journal, V. 94, No. 6, Nov.-Dec. 1997, pp. 653-662.10.14359/9725 ↗
9. Elstner, R. C., and Hognestad, E., “Investigation of Reinforced Concrete Slabs Failing in Shear,” Department of Theoretical and Applied Mechanics, College of Engineering, University of Illinois Urbana-Champaign, Urbana, IL, 1953.
10. Hegger, J.; Ricker, M.; Ulke, B.; and Ziegler, M., “Investigations on the Punching Behaviour of Reinforced Concrete Footings,” Engineering Structures, V. 29, No. 9, 2007, pp. 2233-2241. doi: 10.1016/j.engstruct.2006.11.01210.1016/j.engstruct.2006.11.012 ↗
11. Bonić, Z.; Zlatanović, E.; Romić, N.; Lukić, D. Č.; and Cvetković, D., “Punching Shear Capacity of Reinforced Concrete Column Footings Accounting for the Soil–Structure Interaction Effect,” Journal of Building Engineering, V. 46, 2022, p. 103706. doi: 10.1016/j.jobe.2021.10370610.1016/j.jobe.2021.103706 ↗
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. 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 ↗
14. Hegger, J.; Ricker, M.; and Sherif, A. G., “Punching Strength of Reinforced Concrete Footings,” ACI Structural Journal, V. 106, No. 4, July-Aug. 2009, pp. 706-716.10.14359/51663111 ↗
15. Abdrabbo, F.; Mahmoud, Z. I.; and Ebrahim, M., “Structural Design of Isolated Column Footings,” Alexandria Engineering Journal, V. 55, No. 3, 2016, pp. 2665-2678. doi: 10.1016/j.aej.2016.06.01610.1016/j.aej.2016.06.016 ↗
16. Schmidt, P.; Ungermann, J.; and Hegger, J., “Contribution of Concrete and Shear Reinforcement to the Punching Shear Resistance of Column Bases,” Engineering Structures, V. 245, 2021, p. 112901. doi: 10.1016/j.engstruct.2021.11290110.1016/j.engstruct.2021.112901 ↗
17. Bonić, Z.; Zlatanović, E.; Brčić, S.; Blagojević, P.; Romić, N.; and Cvetković, D., “Theoretical and Experimental Research on the Punching Shear Capacity of Reinforced Concrete Column Footings Rested on the Ground,” Engineering Structures, V. 249, 2021, p. 113154. doi: 10.1016/j.engstruct.2021.11315410.1016/j.engstruct.2021.113154 ↗
18. Ungermann, J.; Schmidt, P.; Classen, M.; and Hegger, J., “Eccentric Punching Tests on Column Bases–New Insights into the Inner Concrete Strain Development,” Engineering Structures, V. 262, 2022, p. 114273. doi: 10.1016/j.engstruct.2022.11427310.1016/j.engstruct.2022.114273 ↗
19. Ungermann, J.; Schmidt, P.; Christou, G.; and Hegger, J., “Eccentric Punching Tests on Column Bases‐Influence of Column Geometry,” Structural Concrete, V. 23, No. 3, 2022, pp. 1316-1332. doi: 10.1002/suco.20210074410.1002/suco.202100744 ↗
20. fib, “fib Model Code for Concrete Structures 2010,” Fédération Internationale du Béton, Lausanne, Switzerland, 2013.10.1002/9783433604090 ↗
21. KS F 2405, “Standard Test Method for Compressive Strength of Concrete,” Korean Standards Association, Seoul, South Korea, 2017.
22. KS B 0802, “Method of Tensile Test for Metallic Materials,” Korean Standards Association, Seoul, South Korea, 2018.
23. Zhang, W. X.; Li, B.; Hwang, H. J.; Zhang, J. Y.; Xiao, L. J.; Yi, W. J.; and Park, H. G., “Punching Shear Strength of Reinforced Concrete Column Footings under Eccentric Compression: Experiment and Analysis,” Engineering Structures, V. 198, 2019, p. 109509. doi: 10.1016/j.engstruct.2019.10950910.1016/j.engstruct.2019.109509 ↗
24. Aron, C., and Jonas, E., “Structural Element Approaches for Soil-Structure Interaction,” master’s thesis, Chalmers University of Technology, Gothenburg, Sweden, 2012.
25. fib Bulletin No. 12, “Punching of Structural Concrete Slabs: Technical Report,” Fédération Internationale du Béton, Lausanne, Switzerland, 2001.
26. Vacev, T.; Bonić, Z.; Prolović, V.; Davidović, N.; and Lukić, D., “Testing and Finite Element Analysis of Reinforced Concrete Column Footings Failing by Punching Shear,” Engineering Structures, V. 92, 2015, pp. 1-14. doi: 10.1016/j.engstruct.2015.02.02710.1016/j.engstruct.2015.02.027 ↗
27. Kueres, D.; Schmidt, P.; and Hegger, J., “Punching Shear Behavior of Reinforced Concrete Footings with a Varying Amount of Shear Reinforcement,” Structural Concrete, V. 20, No. 2, 2019, pp. 552-563. doi: 10.1002/suco.20180025710.1002/suco.201800257 ↗
28. Fouda, M. A.; Elkateb, M.; Elkateb, T.; and Khalil, A., “Experimental Investigation of RC Footings Resting on Sand Strengthened with Concrete Jacketing,” Advances in Science, Technology and Engineering Systems Journal, V. 5, No. 6, 2020, pp. 133-142. doi: 10.25046/aj05061510.25046/aj050615 ↗
29. Bonić, Z.; Davidović, N.; Vacev, T.; Romić, N.; Zlatanović, E.; and Savić, J., “Punching Behaviour of Reinforced Concrete Footings at Testing and According to Eurocode 2 and fib Model Code 2010,” International Journal of Concrete Structures and Materials, V. 11, No. 4, 2017, pp. 657-676. doi: 10.1007/s40069-017-0213-810.1007/s40069-017-0213-8 ↗
30. Park, H. G.; Choi, K. K.; and Wight, J. K., “Strain-Based Shear Strength Model for Slender Beams without Web Reinforcement,” ACI Structural Journal, V. 103, No. 6, Nov.-Dec. 2006, pp. 783-793.10.14359/18228 ↗
31. Choi, K. K.; Hong-Gun, P.; and Wight, J. K., “Unified Shear Strength Model for Reinforced Concrete Beams-Part I: Development,” ACI Structural Journal, V. 104, No. 2, Mar.-Apr. 2007, pp. 142-152.10.14359/18526 ↗
32. BS 8110-1:1997, “Structural Use of Concrete – Part 1: Code of Practice for Design and Construction,” British Standards Institution, London, UK, 1997.
33. Neville, A. M., Properties of Concrete, fourth edition, Prentice Hall, Upper Saddle River, NJ, 1995.
34. Rizk, E.; Marzouk, H.; and Tiller, R., “Design of Thick Concrete Plates Using Strut-and-Tie Model,” ACI Structural Journal, V. 109, No. 5, Sept.-Oct. 2012, pp. 677-686.10.14359/51684045 ↗
35. Campione, G.; Cannella, F.; and Cucchiara, C., “Simplified Model for Compressive Response of RC Column Footing with Square Cross-Section,” Engineering Structures, V. 148, 2017, pp. 936-948. doi: 10.1016/j.engstruct.2017.06.05410.1016/j.engstruct.2017.06.054 ↗
36. EN 1990:2002, “Eurocode – Basis of Structural Design,” European Committee for Standardization, Brussels, Belgium, 2002.
37. 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 ↗