On Punching Shear Strength of Steel Fiber-Reinforced Concrete Slabs-on-Ground

1. Beckett, D., “Comparative Tests on Plain, Fabric Reinforced and Steel Fibre Reinforced Concrete Ground Slabs,” Concrete (London), V. 24, No. 3, 1990, pp. 43-45.

2. Falkner, H.; Huang, Z.; and Teutsch, M., “Comparative Study of Plain and Steel Fiber Reinforced Concrete Ground Slabs,” Concrete International, V. 17, No. 1, Jan. 1995, pp. 45-51.

3. Beckett, D.; Van De Woestyne, T.; and Callens, S. J. P., “Corner and Edge Loading on Concrete Industrial Ground Floors Reinforced with Steel Fibres,” Concrete (London), V. 33, No. 3, 1999, pp. 22-24.

4. Elsaigh, W. A., “Steel Fiber Reinforced Concrete Ground Slabs: A Comparative Evaluation of Plain and Steel Fiber Reinforced Concrete Ground Slabs,” Master’s dissertation, University of Pretoria, Pretoria, Gauteng, South Africa, 2001, 154 pp.

5. Roesler, J. R.; Lange, D. A.; Altoubat, S. A.; Rieder, K.-A.; and Ulreich, G. R., “Fracture of Plain and Fiber-Reinforced Concrete Slabs under Monotonic Loading,” Journal of Materials in Civil Engineering, ASCE, V. 16, No. 5, Oct. 2004, pp. 452-460. doi: 10.1061/(ASCE)0899-1561(2004)16:5(452)10.1061/(ASCE)0899-1561(2004)16:5(452) ↗

6. Sorelli, L.; Meda, A.; Plizzari, G. A.; and Rossi, B., “Experimental Investigation on Slabs on Grade: Steel Fibers vs. Conventional Reinforcement,” Fibre-Reinforced Concretes: Proceedings of the Sixth International RILEM Symposium (BEFIB 2004), M. di Prisco, R. Felicetti, and G. A. Plizzari, eds., RILEM Publications SARL, Varenna, Italy, 2004, pp. 1083-1092.

7. Roesler, J. R.; Altoubat, S. A.; Lange, D. A.; Rieder, K.-A.; and Ulreich, G. R., “Effect of Synthetic Fibers on Structural Behavior of Concrete Slabs-on-Ground,” ACI Materials Journal, V. 103, No. 1, Jan.-Feb. 2006, pp. 3-10. doi: 10.14359/1512110.14359/15121 ↗

8. Chen, S., “Strength of Steel Fibre Reinforced Concrete Ground Slabs,” Proceedings of the Institution of Civil Engineers – Structures and Buildings, V. 157, No. 2, Apr. 2004, pp. 157-163. doi: 10.1680/stbu.2004.157.2.15710.1680/stbu.2004.157.2.157 ↗

9. Meda, A., and Plizzari, G. A., “New Design Approach for Steel Fiber-Reinforced Concrete Slabs-on-Ground Based on Fracture Mechanics,” ACI Structural Journal, V. 101, No. 3, May-June 2004, pp. 298-303. doi: 10.14359/1308910.14359/13089 ↗

10. Beckett, D., “Comparative Tests on Plain, Fabric Reinforced and Steel Reinforced Concrete Ground Slabs: Beckett, D. Concrete Vol 24 No 3 (1990) pp 43–45,” Composites, V. 21, No. 4, July 1990, p. 355. doi: 10.1016/0010-4361(90)90353-X10.1016/0010-4361(90)90353-X ↗

11. Westergaard, H. M., “On the Design of Slabs on Elastic Foundation with Special Reference to Stresses in Concrete Pavements,” Ingeniøren, V. 12, 1923. (in German)

12. Meyerhof, G. G., “Load-Carrying Capacity of Concrete Pavements,” Journal of the Soil Mechanics and Foundations Division, ASCE, V. 88, No. 3, June 1962, pp. 89-116. doi: 10.1061/JSFEAQ.000043210.1061/JSFEAQ.0000432 ↗

13. Aldossari, K. M.; Elsaigh, W. A.; and Alshannag, M. J., “High-Strength Steel-Fibre-Reinforced Concrete: Potential Use for Ground Slabs Applications,” Proceedings of the Institution of Civil Engineers – Transport, V. 171, No. 3, June 2018, pp. 156-165. doi: 10.1680/jtran.15.0011810.1680/jtran.15.0011810.1680/jtran.15.00118 ↗

14. The Concrete Society, “Concrete Industrial Ground Floors: A Guide to Design and Construction (Technical Report 34),” fourth edition, The Concrete Society, Surrey, UK, 2013, 104 pp.

15. ACI Committee 360, “Guide to Design of Slabs-on-Ground (ACI 360R-10),” American Concrete Institute, Farmington Hills, MI, 2010, 72 pp.

16. ACI Committee 544, “Guide to Design with Fiber-Reinforced Concrete (ACI 544.4R-18),” American Concrete Institute, Farmington Hills, MI, 2018, 44 pp.

17. Alani, A.; Beckett, D.; and Khosrowshahi, F., “Mechanical Behaviour of a Steel Fibre Reinforced Concrete Ground Slab,” Magazine of Concrete Research, V. 64, No. 7, July 2012, pp. 593-604. doi: 10.1680/macr.11.0007710.1680/macr.11.00077 ↗

18. The Concrete Society, “Concrete Industrial Ground Floors: A Guide to Design and Construction (Technical Report No. 34),” third edition, The Concrete Society, Berkshire, UK, 2003, 148 pp.

19. Altoubat, S. A.; Roesler, J. R.; Lange, D. A.; and Rieder, K.-A., “Simplified Method for Concrete Pavement Design with Discrete Structural Fibers,” Construction and Building Materials, V. 22, No. 3, Mar. 2008, pp. 384-393. doi: 10.1016/j.conbuildmat.2006.08.00810.1016/j.conbuildmat.2006.08.008 ↗

20. Shentu, L.; Jiang, D.; and Hsu, C.-T. T., “Load-Carrying Capacity for Concrete Slabs on Grade,” Journal of Structural Engineering, ASCE, V. 123, No. 1, Jan. 1997, pp. 95-103. doi: 10.1061/(ASCE)0733-9445(1997)123:1(95)10.1061/(ASCE)0733-9445(1997)123:1(95) ↗

21. Fédération internationale du béton, “fib Model Code for Concrete Structures 2010,” fib, Lausanne, Switzerland, 2013, 434 pp.

22. Vandewalle, L.; Nemegeer, D.; Balázs, G. L.; Barr, B.; Barros, J.; Bartos, P.; Banthia, N.; Criswell, M.; Denarié, E.; Di Prisco, M.; Falkner, H.; Gettu, R.; Gopalaratnam, V.; Groth, P.; Häusler, V.; Kooiman, A.; Kovler, K.; Massicotte, B.; Mindess, S.; Reinhardt, H.-W.; Rossi, P.; Schaerlaekens, S.; Schumacher, P.; Schnütgen, B.; Shah, S.; Skarendahl, Å.; Stang, H.; Stroeven, P.; Swamy, R.; Tatnall, P.; Teutsch, M.; and Walraven, J., “Final Recommendation of RILEM TC 162-TDF: Test and Design Methods for Steel Fibre Reinforced Concrete Sigma-Epsilon-Design Method,” Materials and Structures, V. 36, No. 8, Oct. 2003, pp. 560-567. doi: 10.1617/1400710.1617/14007 ↗

23. Barros, J. A. O., and Figueiras, J. A., “Model for the Analysis of Steel Fibre Reinforced Concrete Slabs on Grade,” Computers & Structures, V. 79, No. 1, Jan. 2001, pp. 97-106. doi: 10.1016/S0045-7949(00)00061-410.1016/S0045-7949(00)00061-4 ↗

24. Belletti, B.; Cerioni, R.; Meda, A.; and Plizzari, G., “Design Aspects on Steel Fiber-Reinforced Concrete Pavements,” Journal of Materials in Civil Engineering, ASCE, V. 20, No. 9, Sept. 2008, pp. 599-607. doi: 10.1061/(ASCE)0899-1561(2008)20:9(599)10.1061/(ASCE)0899-1561(2008)20:9(599) ↗

25. Gouveia, N. D.; Fernandes, N. A. G.; Faria, D. M. V.; Ramos, A. M. P.; and Lúcio, V. J. G., “SFRC Flat Slabs Punching Behaviour – Experimental Research,” Composites Part B: Engineering, V. 63, July 2014, pp. 161-171. doi: 10.1016/j.compositesb.2014.04.00510.1016/j.compositesb.2014.04.005 ↗

26. Nguyen-Minh, L.; Rovňák, M.; and Tran-Quoc, T., “Punching Shear Capacity of Interior SFRC Slab-Column Connections,” Journal of Structural Engineering, ASCE, V. 138, No. 5, May 2012, pp. 613-624. doi: 10.1061/(ASCE)ST.1943-541X.000049710.1061/(ASCE)ST.1943-541X.0000497 ↗

27. Maya, L. F.; Fernández Ruiz, M.; Muttoni, A.; and Foster, S. J., “Punching Shear Strength of Steel Fibre Reinforced Concrete Slabs,” Engineering Structures, V. 40, July 2012, pp. 83-94. doi: 10.1016/j.engstruct.2012.02.00910.1016/j.engstruct.2012.02.009 ↗

28. Kueres, D.; Polak, M. A.; and Hegger, J., “Two-Parameter Kinematic Theory for Punching Shear in Steel Fiber Reinforced Concrete Slabs,” Engineering Structures, V. 205, Feb. 2020, Article No. 110086. doi: 10.1016/j.engstruct.2019.11008610.1016/j.engstruct.2019.110086 ↗

29. Alani, A. M., and Beckett, D., “Mechanical Properties of a Large Scale Synthetic Fibre Reinforced Concrete Ground Slab,” Construction and Building Materials, V. 41, Apr. 2013, pp. 335-344. doi: 10.1016/j.conbuildmat.2012.11.04310.1016/j.conbuildmat.2012.11.043 ↗

30. EN 14651:2005, “Test Method for Metallic Fibre Concrete – Measuring the Flexural Tensile Strength (Limit of Proportionality (LOP), Residual),” European Committee for Standardization, Brussels, Belgium, 2005, 20 pp.

31. ASTM C1609/C1609M-19a, “Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam with Third-Point Loading),” ASTM International, West Conshohocken, PA, 2019, 9 pp.

32. de Oliveira e Sousa, J. L. A., and Gettu, R., “Determining the Tensile Stress-Crack Opening Curve of Concrete by Inverse Analysis,” Journal of Engineering Mechanics, ASCE, V. 132, No. 2, Feb. 2006, pp. 141-148. doi: 10.1061/(ASCE)0733-9399(2006)132:2(141)10.1061/(ASCE)0733-9399(2006)132:2(141) ↗

33. Meskenas, A.; Kaklauskas, G.; Daniunas, A.; Bacinskas, D.; Jakubovskis, R.; Gribniak, S.; and Gelazius, V., “Determination of the Stress–Crack Opening Relationship of SFRC by an Inverse Analysis,” Mechanics of Composite Materials, V. 49, No. 6, Jan. 2014, pp. 685-690. doi: 10.1007/s11029-013-9385-810.1007/s11029-013-9385-8 ↗

34. Amin, A.; Foster, S. J.; and Muttoni, A., “Derivation of the σ-w Relationship for SFRC from Prism Bending Tests,” Structural Concrete, V. 16, No. 1, Mar. 2015, pp. 93-105. doi: 10.1002/suco.20140001810.1002/suco.201400018 ↗

35. Manfredi, R. P., “Mechanical Properties and Design of Steel Fiber Reinforced Concrete Structures,” Master’s thesis, Pontifical Catholic University of Rio de Janeiro (PUC-Rio), Rio de Janeiro, RJ, Brazil, 2020.

36. Armelin, H. S., “Rebound and Toughening Mechanisms in Steel Fiber Reinforced Dry-Mix Shotcrete,” PhD thesis, The University of British Columbia, Vancouver, BC, Canada, 1997, 285 pp. doi: 10.14288/1.005031910.14288/1.0050319

37. 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, 227 pp.

38. Huber, P.; Huber, T.; and Kollegger, J., “Investigation of the Shear Behavior of RC Beams on the Basis of Measured Crack Kinematics,” Engineering Structures, V. 113, Apr. 2016, pp. 41-58. doi: 10.1016/j.engstruct.2016.01.02510.1016/j.engstruct.2016.01.025 ↗

39. Cavagnis, F.; Fernández Ruiz, M.; and Muttoni, A., “An Analysis of the Shear-Transfer Actions in Reinforced Concrete Members without Transverse Reinforcement Based on Refined Experimental Measurements,” Structural Concrete, V. 19, No. 1, Feb. 2018, pp. 49-64. doi: 10.1002/suco.20170014510.1002/suco.201700145 ↗

40. Simões, J. T.; Faria, D. M. V.; Fernández Ruiz, M.; and Muttoni, A., “Strength of Reinforced Concrete Footings without Transverse Reinforcement According to Limit Analysis,” Engineering Structures, V. 112, Apr. 2016, pp. 146-161. doi: 10.1016/j.engstruct.2016.01.01010.1016/j.engstruct.2016.01.010 ↗

41. Muttoni, A.; Fernández Ruiz, M.; and Simões, J. T., “The Theoretical Principles of the Critical Shear Crack Theory for Punching Shear Failures and Derivation of Consistent Closed-Form Design Expressions,” Structural Concrete, V. 19, No. 1, Feb. 2018, pp. 174-190. doi: 10.1002/suco.20170008810.1002/suco.201700088 ↗