Shear Strength of Ultra-High-Performance Concrete Beams with Small Shear Span-Depth Ratios

1. Abrishambaf, A.; Pimentel, M.; and Nunes, S., 2019, “A Meso-Mechanical Model to Simulate the Tensile Behaviour of Ultra-High-Performance Fibre Reinforced Cementitious Composites,” Composite Structures, V. 222, p. 110911 doi: 10.1016/j.compstruct.2019.11091110.1016/j.compstruct.2019.110911 ↗

2. AFGC/SETRA, 2016, Ultra-High-Performance Fibre-Reinforced Concretes: AFGC/SETRA.

3. Ahmad, S.; Bahij, S.; Al-Osta, M.; Adekunle, S.; and Al-Dulaijan, S., 2019, “Shear Behavior of Ultra-High-Performance Concrete,” ACI Structural Journal, V. 116, No. 4, July, pp. 3-14. doi: 10.14359/5171448410.14359/51714484 ↗

4. Amin, A., and Foster, S., 2016, “Shear Strength of Steel Fibre Reinforced Concrete Beams With Stirrups,” Engineering Structures, V. 111, No. 15, pp. 323-332. doi: 10.1016/j.engstruct.2015.12.02610.1016/j.engstruct.2015.12.026 ↗

5. Ashour, S. A.; Wafa, F.; and Kamal, M., 2000, “Effect of the Concrete Compressive Strength and Tensile Reinforcement Ratio on Flexural Behavior of Fibrous Concrete,” Engineering Structures, V. 22, No. 9, pp. 1145-1158. doi: 10.1016/S0141-0296(99)00052-810.1016/S0141-0296(99)00052-8 ↗

6. Cai, G.; Zhao, J.; Degee, H.; and Vandoren, B., 2016, “Shear Capacity of Steel Fibre Reinforced Concrete Coupling Beams Using Conventional Reinforcements,” Engineering Structures, V. 128, pp. 428-440. doi: 10.1016/j.engstruct.2016.09.05610.1016/j.engstruct.2016.09.056 ↗

7. Charles, K. C., 2010. Shear and Shear Friction of Ultra-High-Performance Concrete Bridge Girders, Georgia Institute of Technology, VA.

8. Collins, M. P., and Mitchell, D., 1991, Prestressed Concrete Structures, Englewood Cliffs, New Jersey.

9. Ding, Y.; You, Z.; and Jalali, S., 2011, “The Composite Effect of Steel Fibres and Stirrups on the Shear Behaviour of Beams Using Self-Consolidating Concrete,” Engineering Structures, V. 33, No. 1, pp. 107-117. doi: 10.1016/j.engstruct.2010.09.02310.1016/j.engstruct.2010.09.023 ↗

10. Dinh, H.; Parra-Montesinos, G.; and Wight, J., 2011, “Shear Strength Model for Steel Fiber Reinforced Concrete Beams Without Stirrup Reinforcement,” Journal of Structural Engineering, ASCE, V. 137, No. 10, pp. 1039-1051. doi: 10.1061/(ASCE)ST.1943-541X.000036210.1061/(ASCE)ST.1943-541X.0000362 ↗

11. Dupont, D., and Vandewalle, L., 2003, Calculation of Crack Widths with the (Sigma-Epsilon) Method, Proceedings of International RILEM Workshop on Test and Design Methods for Steel Fibre Reinforced Concrete-Background and Experiences, Bochum, Germany, pp. 119-144.10.1617/2351580168.009 ↗

12. Feng, W.; Feng, H. M.; Zhou, Z. J.; and Shi, X. W., 2021, “Analysis of the Shear Capacity of Ultrahigh Performance Concrete Beams Based on the Modified Compression Field Theory,” Advances in Materials Science and Engineering, V. 2021, p. 1-15 doi: 10.1155/2021/556973310.1155/2021/5569733 ↗

13. Graybeal, B., 2005, Characterization of the Behavior of Ultra-High-Performance Concrete, University of Maryland, College Park, MD.

14. Graybeal, B., 2007, “Compressive Behavior of Ultra-High-Performance Fiber-Reinforced Concrete,” ACI Materials Journal, V. 104, No. 2, Mar.-Apr., pp. 146-152.10.14359/18577 ↗

15. Graybeal, B. A., 2008, “Flexural Behavior of an Ultra-High-Performance Concrete I-Girder,” Journal of Bridge Engineering, ASCE, V. 13, No. 6, pp. 602-610. doi: 10.1061/(ASCE)1084-0702(2008)13:6(602)10.1061/(ASCE)1084-0702(2008)13:6(602) ↗

16. Japan Society of Civil Engineers, 2006, Recommendation for Design and Construction of Ultra-High Strength Concrete Structures.

17. Ji, W. Y.; Li, W. W.; An, M. Z.; and Zhu, L., 2018, “Shear Capacity of T-Section Girders Made of Reactive Powder Concrete,” Journal of Bridge Engineering, ASCE, V. 23, No. 7, p. 04018041 doi: 10.1061/(ASCE)BE.1943-5592.000125310.1061/(ASCE)BE.1943-5592.0001253 ↗

18. Jin, L., and Wen, Q., 2016, “Research on Parameters Influencing Crack Width of Reactive Powder Concrete Beam,” Tiedao Biaozhun Sheji, V. 60, No. 7, pp. 94-98.

19. Khazaee, A., and Ghalehnovi, M., 2018, “Bearing Stiffness of UHPC; An Experimental Investigation and A Comparative Study of Regression and SVR-ABC Models,” Journal of Advanced Concrete Technology, V. 16, No. 3, pp. 145-158. doi: 10.3151/jact.16.14510.3151/jact.16.145 ↗

20. Kutzing, L., 2000, Tragfähigkeitsermittlung Stahlfaserverstärkter Betone, University of Leipzig, Stuttgart, Germany.10.1007/978-3-322-84845-1 ↗

21. Lim, Y., and Hong, S., 2016, “Shear Tests for Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) Beams With Shear Reinforcement,” International Journal of Concrete Structures and Materials, V. 10, No. 2, pp. 177-188. doi: 10.1007/s40069-016-0145-810.1007/s40069-016-0145-8 ↗

22. Ma, X.; Chen, B.; and Yang, Y., 2017, “Calculation Method of Shear Bearing Capacity of R-UHPC Beam,” Journal of Traffic and Transportation Engineering, V. 17, No. 5, pp. 16-25.

23. Marí, A.; Bairan, J.; Cladera, A.; Oller, E.; and Ribas, C., 2015, “Shear-Flexural Strength Mechanical Model for the Design and Assessment of Reinforced Concrete Beams,” Structure and Infrastructure Engineering, V. 11, No. 11, pp. 1399-1419. doi: 10.1080/15732479.2014.96473510.1080/15732479.2014.964735 ↗

24. Marí, A.; Spinella, N.; Recupero, A.; and Cladera, A., 2020, “Mechanical Model for the Shear Strength of Steel Fiber Reinforced Concrete (SFRC) Beams Without Stirrups,” Materials and Structures, V. 53, No. 2, p. 28 doi: 10.1617/s11527-020-01461-410.1617/s11527-020-01461-4 ↗

25. Ngo, T.; Park, K.; Pyo, S.; and Kim, J., 2017, “Shear Resistance of Ultra-High-Performance Fiber-Reinforced Concrete,” Construction and Building Materials, V. 151, pp. 246-257. doi: 10.1016/j.conbuildmat.2017.06.07910.1016/j.conbuildmat.2017.06.079 ↗

26. Preinstorfer, P.; Huber, P.; Huber, T.; Kromoser, B.; and Kollegger, J., 2021, “Experimental Investigation and Analytical Modelling of Shear Strength of Thin Walled Textile-Reinforced UHPC Beams,” Engineering Structures, V. 231, No. 15, p. 111735 doi: 10.1016/j.engstruct.2020.11173510.1016/j.engstruct.2020.111735 ↗

27. SIA, 2016, Recommendation: Ultra-High Performance Fibre Reinforced Cement-Based Composites (UHPTRC): Construction Material, Dimensioning and Application, Lausanne, Switzerland.

28. Slater, E.; Moni, M.; and Alam, M., 2012, “Predicting the Shear Strength of Steel Fiber Reinforced Concrete Beams,” Construction and Building Materials, V. 26, No. 1, pp. 423-436. doi: 10.1016/j.conbuildmat.2011.06.04210.1016/j.conbuildmat.2011.06.042 ↗

29. Soetens, T., and Matthys, S., 2014, Shear Design of Full-Scale Prestressed SFRC Girders, ACI-fib International Workshop On Fibre-Reinforced Concrete, Ghent University, Belgium.

30. Steinberg, E., 2010, “Structural Reliability of Prestressed UHPC Flexure Models for Bridge Girders,” Journal of Bridge Engineering, ASCE, V. 15, No. 1, pp. 65-72. doi: 10.1061/(ASCE)BE.1943-5592.000003910.1061/(ASCE)BE.1943-5592.0000039 ↗

31. Stroeven, P., 2009, “Stereological Principles of Spatial Modeling Applied to Steel Fiber-Reinforced Concrete in Tension,” ACI Materials Journal, V. 106, No. 3, May-June, pp. 216-222.10.14359/56545 ↗

32. Tahenni, T.; Chemrouk, M.; and Lecompte, T., 2016, “Effect of Steel Fibers on the Shear Behavior of High Strength Concrete Beams,” Construction and Building Materials, V. 105, pp. 14-28. doi: 10.1016/j.conbuildmat.2015.12.01010.1016/j.conbuildmat.2015.12.010 ↗

33. Tamás, M., and Norbet, R., 2018, “Shear Behavior of Fiber-Reinforced Ultra-High Performance Concrete Beams,” Engineering Structures, V. 168, pp. 119-127. doi: 10.1016/j.engstruct.2018.04.07510.1016/j.engstruct.2018.04.075 ↗

34. Teng, L.; Huang, H.; Du, J.; and Khayat, H., 2021, “Prediction of Fiber Orientation and Flexural Performance of UHPC Based on Suspending Mortar Rheology and Casting Method,” Cement and Concrete Composites, V. 122, p. 104142 doi: 10.1016/j.cemconcomp.2021.10414210.1016/j.cemconcomp.2021.104142 ↗

35. Thiemicke, J., and Fehling, E., 2016, “Proposed Model to Predict the Shear Bearing Capacity of UHPC-Beams with Combined Reinforcement,” 4th International Symposium on Ultra-High-Performance Concrete and High Performance Construction Materials, pp. 62-63.

36. Vecchio, F. J., and Collins, M. P., 1986, “The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear,” ACI Journal Proceedings, V. 83, No. 2, Mar.-Apr., pp. 219-231.10.14359/10416 ↗

37. Voo, Y.; Poon, W.; and Foster, S., 2010, “Shear Strength of Steel Fiber-Reinforced Ultra-High Performance Concrete Beams Without Stirrups,” Journal of Structural Engineering, ASCE, V. 136, No. 11, pp. 1393-1400. doi: 10.1061/(ASCE)ST.1943-541X.000023410.1061/(ASCE)ST.1943-541X.0000234 ↗

38. Xia, J.; Mackie, K.; Saleem, M.; and Mirmiran, A., 2011, “Shear Failure Analysis on Ultra-High Performance Concrete Beams Reinforced with High Strength Steel,” Engineering Structures, V. 33, No. 12, pp. 3597-3609. doi: 10.1016/j.engstruct.2011.06.02310.1016/j.engstruct.2011.06.023 ↗

39. Xu, H., and Deng, Z., 2014, “Shear Capacity of RPC Beams Based on Modified Pressure Field Theory,” Journal of Hebei University of Science and Technology, V. 43, No. 6, pp. 22-25.

40. Yuan, H. Y.; An, M. Z.; Jia, F. F.; and Yan, Z. G., 2011, “Fracture Energy of Reactive Powder Concrete Based on Uniaxial Tensile Test,” Advanced Materials Research, V. 306-307, No. 306, pp. 519-522. doi: 10.4028/www.scientific.net/AMR.306-307.51910.4028/www.scientific.net/AMR.306-307.519 ↗

41. Zagon, R.; Matthys, S.; and Kiss, Z., 2016, “Shear Behaviour of SFR-UHPC I-Shaped Beams,” Construction and Building Materials, V. 124, No. 15, pp. 258-268. doi: 10.1016/j.conbuildmat.2016.07.07510.1016/j.conbuildmat.2016.07.075 ↗