Abstract
Understanding the shear strength behavior of steel fiber-reinforced concrete (SFRC) is considered complex due to various parameters involved, including steel fiber content, shear-span-to-depth ratio (a/d), reinforcement ratio (ρ), effective depth (d), and concrete compressive strength. This study utilizes artificial neural network (ANN) and gene expression programming along with a worldwide experimental database to develop prediction models for the shear strength of SFRC beams. In this study, a new proposed empirical equation to determine the shear strength of SFRC beams is presented and compared with other existing equations from literature. The study presents a parametric analysis using ANN to investigate and quantify the individual effect of each of the variables on shear strength. The proposed models were compared with other existing models from the literature based on the average shear values (tested/predicted), the root-mean-squared error (RMSE), and the coefficient of variation (COV). The equation proposed herein proved to provide the most accurate estimates of shear strength of SFRC based on the ratio of the measured strength to the calculated strength of 1.00 and a COV of 27%. It was noted from the parametric analysis that increasing the steel fiber factor (F) from 0 up to 1% will increase the shear capacity; however, increasing it by more than 1% will not attain additional shear strength to the SFRC beams. The parametric analysis also indicated that shear-span-to-depth ratio and reinforcement ratio contribute the most to shear strength.
Similar content being viewed by others
References
Ahn N, Jang H, Park DK (2007) Presumption of shear strength of steel fiber reinforced concrete beam using artificial neural network model. J Appl Polym Sci 103(4):2351–2358
ACI Committee 544. Guide to design with fiber-reinforced concrete (2018) ISBN: 978–1–64195–019–0
Ranjan Sahoo D, Sharma A (2014) Effect of steel fiber content on behavior of concrete beams with and without stirrups. ACI Struct. J 111(5).
Aoude H, Belghiti M, Cook WD, Mitchell D (2012) Response of steel fiber-reinforced concrete beams with and without stirrups. ACI Struct. J 109(3).
Ahmadi M, Kheyroddin A, Dalvand A, Kioumarsi M (2020) New empirical approach for determining nominal shear capacity of steel fiber reinforced concrete beams. Constr. Build. Mat 234:117293
Yaseen ZM, Tran MT, Kim S, Bakhshpoori T, Deo RC (2018) Shear strength prediction of steel fiber reinforced concrete beam using hybrid intelligence models: a new approach. Eng Struct 177:244–255
Tan KH, Murugappan K, Paramasivam P (1993) Shear behavior of steel fiber reinforced concrete beams. Str J 90(1):3–11
Narayanan R, Darwish IYS (1987) Use of steel fibers as shear reinforcement. Struct. J 84(3):216–227
Ashour SA, Hasanain GS, Wafa FF (1992) Shear behavior of high-strength fiber reinforced concrete beams. Struct. J 89(2):176–184
Kwak YK, Eberhard MO, Kim WS, Kim J (2002) Shear strength of steel fiber-reinforced concrete beams without stirrups. ACI Struct J 99(4):530–538
Shahnewaz M, Alam MS (2020) Genetic algorithm for predicting shear strength of steel fiber reinforced concrete beam with parameter identification and sensitivity analysis. J. Build. Eng 29:101205
Swamy RN, Bahia HM (1985) The effectiveness of steel fibers as shear reinforcement. Concr Int 7(3):35–40
Naderpour H, Poursaeidi O, Ahmadi M (2018) Shear resistance prediction of concrete beams reinforced by FRP bars using artificial neural networks. Measurement 126:299–308
Bashir R, Ashour A (2012) Neural network modelling for shear strength of concrete members reinforced with FRP bars. Compos B Eng 43(8):3198–3207
MATLAB R2012b. [Computer software]. The Math Works, Natick, MA.
Al-Musawi AA (2019) Determination of shear strength of steel fiber RC beams: application of data-intelligence models. Front Struct Civ Eng 13(3):667–673
Adhikary BB, Mutsuyoshi H (2006) Prediction of shear strength of steel fiber RC beams using neural networks. Constr Build Mater 20(9):801–811
Batson G, Ball C, Bailey L, Landers E, Hooks J (1972) Flexural fatigue strength of steel fiber reinforced concrete beams. In J. Proc 69(11):673–677
Vamdewalle MI, Mortelmans F (1994) Shear capacity of steel fiber high-strength concrete beams. Spec. Public. 149:227–242
Li, V. C., Ward, R., & Hamza, A. M. (1992). Steel and synthetic fibers as shear reinforcement.
Lim TY, Paramasivam P, Lee SL (1987) Shear and moment capacity of reinforced steel-fibre-concrete beams. Mag Concr Res 39(140):148–160
Mansur MA, Ong KCG, Paramasivam P (1986) Shear strength of fibrous concrete beams without stirrups. J Struct Eng 112(9):2066–2079
Adebar P, Mindess S, Pierre DS, Olund B (1997) Shear tests of fiber concrete beams without stirrups. Struct. J 94(1):68–76
Murty DSR, Venkatacharyulu T (1987) Fibre Reinforced Concrete Beams Subjected to Shear Force. (Retroactive Coverage). In: International Symposium on Fibre Reinforced Concrete. 1 1
Narayan R, Darwish IYS (1988) Fiber concrete deep beams in shear. Struct. J 85(2):141–149
Noghabai K (2000) Beams of fibrous concrete in shear and bending: experiment and model. J Struct Eng 126(2):243–251
Oh B, Lim D, Hong K, Yoo S, Chae S (1999) Structural behavior of steel fiber reinforced concrete beams in shear. Spec. Public. 182:9–28
Shin SW, Oh JG, Ghosh SK (1994) Shear behavior of laboratory-sized high-strength concrete beams reinforced with bars and steel fibers. Spec. Public. 142:181–200
Singh B, Jain K (2014) Appraisal of steel fibers as minimum shear reinforcement in concrete beams. ACI Struct. J 111(5)
Swamy RN, Jones R, Chiam AT (1993) Influence of steel fibers on the shear resistance of lightweight concrete I-beams. Struct. J 90(1):103–114
Zarrinpour MR, Chao SH (2017) Shear strength enhancement mechanisms of steel fiber-reinforced concrete slender beams. ACI Struct. J 114(3)
Ferreira C (2001) Gene expression programming: a new adaptive algorithm for solving problems. arXiv preprint cs/0102027.
Deifalla AF, Zapris AG, Chalioris CE (2021) Multivariable regression strength model for steel fiber-reinforced concrete beams under Torsion. Materials 14(14):3889
Ali AH, Mohamed HM, Chalioris CE, Deifalla A (2021) Evaluating the shear design equations of FRP-reinforced concrete beams without shear reinforcement. Eng. Struct 235:112017
Deifalla A (2021) Refining the torsion design of fibered concrete beams reinforced with FRP using multi-variable non-linear regression analysis for experimental results. Eng. Struct 226:111394
A Deifalla (2020) Torsion design of lightweight concrete beams without or with fibers: a comparative study and a refined cracking torque formula. In Structures. Elsevier 28 786–802
Gul A, Alam B, Iqbal MJ, Ahmed W, Shahzada K, Javed MH, Khan EA (2021) Impact of length and percent dosage of recycled steel fibers on the mechanical properties of concrete. Civil Eng. J 7(10):1650–1666
Nguyen PD, Dang VH, Vu NA (2020) Performance of concrete beams reinforced with various ratios of hybrid GFRP/Steel bars. Civil Eng. J 6(9):1652–1669
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflicts of interest
The authors declare that they have no conflict of interest.
Appendices
Appendix 1
Vf, % | F = Vf l/d | ρt, % | d, mm | fc′, MPa | a/d | Exp. Shear capacity, MPa |
---|---|---|---|---|---|---|
1.00 | 0.60 | 2.20 | 102 | 22.70 | 3.00 | 3.16 |
1.00 | 0.60 | 1.10 | 102 | 22.70 | 3.00 | 2.43 |
1.00 | 0.60 | 1.10 | 102 | 22.70 | 1.50 | 5.64 |
1.00 | 1.00 | 2.20 | 102 | 26.00 | 3.00 | 3.55 |
1.00 | 0.60 | 2.20 | 204 | 22.70 | 3.00 | 3.05 |
1.00 | 1.00 | 2.20 | 204 | 26.00 | 3.00 | 3.05 |
0.50 | 0.30 | 1.34 | 197 | 29.10 | 2.00 | 2.54 |
0.50 | 0.30 | 1.34 | 197 | 29.10 | 2.80 | 1.78 |
0.50 | 0.30 | 1.34 | 197 | 29.10 | 3.60 | 1.52 |
0.75 | 0.45 | 2.00 | 197 | 29.90 | 2.80 | 2.20 |
0.75 | 0.45 | 2.00 | 197 | 20.60 | 2.80 | 2.03 |
0.75 | 0.45 | 2.00 | 197 | 33.40 | 2.80 | 2.91 |
0.75 | 0.45 | 1.34 | 197 | 29.90 | 2.00 | 2.88 |
0.75 | 0.45 | 1.34 | 197 | 29.90 | 2.80 | 2.03 |
0.75 | 0.45 | 1.34 | 197 | 20.60 | 2.80 | 1.52 |
0.50 | 0.30 | 1.10 | 221 | 34.00 | 2.50 | 1.79 |
0.50 | 0.30 | 2.20 | 221 | 34.00 | 1.50 | 4.02 |
0.50 | 0.30 | 2.20 | 221 | 34.00 | 2.50 | 1.90 |
0.50 | 0.30 | 2.20 | 221 | 34.00 | 3.50 | 1.47 |
1.00 | 0.60 | 2.20 | 221 | 34.00 | 1.50 | 4.39 |
1.00 | 0.60 | 2.20 | 221 | 34.00 | 2.50 | 2.46 |
0.25 | 0.25 | 2.00 | 130 | 48.80 | 2.00 | 2.96 |
0.25 | 0.25 | 2.00 | 130 | 48.80 | 2.50 | 2.67 |
0.25 | 0.25 | 2.00 | 130 | 48.80 | 3.00 | 2.77 |
0.25 | 0.25 | 2.00 | 130 | 31.36 | 2.00 | 2.71 |
0.25 | 0.25 | 2.00 | 130 | 31.36 | 2.50 | 2.07 |
0.25 | 0.25 | 2.00 | 130 | 31.36 | 3.00 | 1.94 |
0.50 | 0.67 | 2.00 | 130 | 48.64 | 3.00 | 3.23 |
1.00 | 1.33 | 2.00 | 130 | 52.64 | 3.00 | 3.66 |
0.50 | 0.67 | 2.00 | 130 | 28.80 | 3.00 | 1.97 |
1.00 | 1.00 | 2.00 | 130 | 29.20 | 3.00 | 2.97 |
0.50 | 0.67 | 2.00 | 130 | 48.64 | 2.00 | 4.62 |
0.50 | 0.67 | 2.00 | 130 | 48.64 | 2.50 | 3.69 |
0.50 | 0.67 | 2.00 | 130 | 39.20 | 3.50 | 2.61 |
1.00 | 1.33 | 2.00 | 130 | 45.84 | 2.00 | 5.57 |
1.00 | 1.33 | 2.00 | 130 | 45.84 | 2.50 | 4.42 |
1.00 | 1.33 | 2.00 | 130 | 45.92 | 3.50 | 2.97 |
0.50 | 0.67 | 3.69 | 128 | 39.20 | 3.00 | 2.96 |
0.50 | 0.67 | 5.72 | 126 | 39.20 | 3.10 | 3.55 |
0.50 | 0.67 | 3.69 | 128 | 28.80 | 3.00 | 2.24 |
0.50 | 0.67 | 5.72 | 126 | 28.80 | 3.10 | 2.33 |
1.00 | 1.33 | 3.69 | 128 | 45.92 | 3.00 | 4.37 |
1.00 | 1.33 | 5.72 | 126 | 45.92 | 3.10 | 5.00 |
1.50 | 1.50 | 5.72 | 126 | 50.40 | 3.10 | 4.85 |
2.00 | 2.00 | 5.72 | 126 | 40.64 | 3.10 | 4.93 |
1.50 | 1.50 | 3.69 | 128 | 50.40 | 3.00 | 4.46 |
0.50 | 0.50 | 5.72 | 126 | 47.20 | 2.00 | 5.46 |
1.00 | 1.00 | 5.72 | 126 | 43.20 | 2.00 | 6.77 |
1.50 | 1.50 | 5.72 | 126 | 50.40 | 2.00 | 7.15 |
2.00 | 2.00 | 5.72 | 126 | 40.64 | 2.00 | 6.30 |
1.00 | 0.75 | 0.37 | 215 | 92.00 | 2.00 | 1.68 |
1.00 | 0.75 | 0.37 | 215 | 92.60 | 4.00 | 0.89 |
1.00 | 0.75 | 0.37 | 215 | 93.70 | 6.00 | 0.56 |
0.50 | 0.38 | 2.84 | 215 | 99.00 | 1.00 | 9.09 |
0.50 | 0.38 | 2.84 | 215 | 99.10 | 2.00 | 4.82 |
0.50 | 0.38 | 2.84 | 215 | 95.40 | 4.00 | 2.27 |
0.50 | 0.38 | 2.84 | 215 | 95.83 | 6.00 | 1.95 |
1.00 | 0.75 | 2.84 | 215 | 95.30 | 1.00 | 12.74 |
1.00 | 0.75 | 2.84 | 215 | 95.30 | 2.00 | 6.06 |
1.00 | 0.75 | 2.84 | 215 | 97.53 | 4.00 | 3.17 |
1.00 | 0.75 | 2.84 | 215 | 100.50 | 6.00 | 1.96 |
1.50 | 1.13 | 2.84 | 215 | 96.40 | 1.00 | 13.95 |
1.50 | 1.13 | 2.84 | 215 | 96.60 | 2.00 | 7.21 |
1.50 | 1.13 | 2.84 | 215 | 97.10 | 4.00 | 3.51 |
1.50 | 1.13 | 2.84 | 215 | 101.32 | 6.00 | 1.98 |
1.00 | 0.75 | 4.58 | 215 | 94.50 | 2.00 | 6.73 |
1.00 | 0.75 | 4.58 | 215 | 93.80 | 4.00 | 3.88 |
1.00 | 0.75 | 4.58 | 215 | 95.00 | 6.00 | 2.93 |
0.80 | 0.80 | 3.05 | 210 | 38.16 | 4.50 | 3.22 |
0.40 | 0.40 | 4.00 | 210 | 35.52 | 4.50 | 2.16 |
0.80 | 0.80 | 4.00 | 210 | 37.44 | 4.50 | 3.10 |
1.20 | 1.20 | 4.00 | 210 | 39.84 | 4.50 | 3.13 |
0.25 | 0.50 | 3.55 | 345 | 43.12 | 0.70 | 9.16 |
0.50 | 1.00 | 3.55 | 345 | 51.60 | 0.70 | 10.15 |
0.75 | 1.00 | 3.55 | 345 | 49.76 | 0.70 | 9.42 |
1.00 | 1.00 | 3.55 | 345 | 46.40 | 0.70 | 10.46 |
1.25 | 1.00 | 3.55 | 345 | 54.56 | 0.70 | 11.48 |
1.00 | 1.25 | 3.55 | 345 | 53.60 | 0.70 | 11.39 |
1.00 | 0.25 | 3.55 | 345 | 49.28 | 0.46 | 13.16 |
1.00 | 1.00 | 3.55 | 345 | 46.64 | 0.58 | 11.71 |
1.00 | 1.00 | 3.55 | 345 | 44.48 | 0.81 | 9.91 |
1.00 | 0.25 | 3.55 | 345 | 47.92 | 0.93 | 9.97 |
1.00 | 1.33 | 3.55 | 345 | 30.24 | 0.70 | 8.52 |
0.50 | 0.33 | 3.59 | 175 | 80.00 | 2.00 | 6.84 |
0.50 | 0.33 | 3.59 | 175 | 80.00 | 3.00 | 3.19 |
0.50 | 0.33 | 3.59 | 175 | 80.00 | 4.50 | 2.78 |
1.00 | 0.66 | 3.59 | 175 | 80.00 | 2.00 | 7.40 |
1.00 | 0.66 | 3.59 | 175 | 80.00 | 3.00 | 4.10 |
1.00 | 0.66 | 3.59 | 175 | 80.00 | 4.50 | 3.44 |
0.50 | 0.17 | 1.22 | 186 | 28.70 | 2.00 | 1.64 |
0.50 | 0.33 | 1.22 | 186 | 32.20 | 2.00 | 1.94 |
1.00 | 0.33 | 1.22 | 186 | 29.00 | 2.00 | 2.18 |
1.00 | 0.33 | 1.22 | 186 | 32.10 | 3.00 | 1.58 |
1.00 | 0.66 | 1.22 | 186 | 32.30 | 3.00 | 1.98 |
1.50 | 0.50 | 1.22 | 186 | 32.80 | 3.00 | 2.42 |
1.00 | 0.66 | 1.22 | 186 | 32.60 | 2.00 | 2.73 |
1.00 | 0.40 | 2.68 | 150 | 38.70 | 2.67 | 4.49 |
2.00 | 0.80 | 2.68 | 150 | 42.40 | 2.67 | 5.73 |
1.00 | 1.00 | 4.31 | 265 | 35.60 | 2.00 | 5.51 |
1.00 | 1.00 | 4.31 | 265 | 40.88 | 3.43 | 4.05 |
1.00 | 1.00 | 4.31 | 265 | 36.00 | 4.91 | 2.92 |
1.00 | 1.00 | 2.76 | 265 | 37.76 | 2.00 | 4.93 |
1.00 | 1.00 | 2.76 | 265 | 33.12 | 3.43 | 3.13 |
1.00 | 1.00 | 2.76 | 265 | 35.92 | 4.91 | 2.94 |
1.00 | 1.00 | 1.55 | 265 | 35.68 | 2.00 | 4.65 |
0.75 | 0.45 | 2.15 | 557 | 54.10 | 1.35 | 3.30 |
1.50 | 0.90 | 2.15 | 557 | 49.90 | 1.35 | 3.87 |
0.40 | 0.24 | 2.15 | 557 | 55.00 | 1.35 | 2.44 |
0.60 | 0.36 | 2.15 | 557 | 56.00 | 1.35 | 2.77 |
0.75 | 0.45 | 2.15 | 557 | 54.10 | 1.35 | 2.84 |
1.50 | 0.90 | 2.15 | 557 | 49.90 | 1.35 | 3.33 |
0.60 | 0.60 | 2.15 | 557 | 40.80 | 1.35 | 2.83 |
0.40 | 0.40 | 2.15 | 557 | 47.00 | 1.35 | 2.95 |
0.50 | 0.30 | 3.89 | 340 | 35.00 | 2.00 | 10.68 |
0.75 | 0.45 | 3.89 | 340 | 33.00 | 2.00 | 8.87 |
1.00 | 0.60 | 3.89 | 340 | 36.00 | 2.00 | 10.31 |
1.00 | 0.60 | 3.89 | 340 | 36.00 | 2.50 | 7.56 |
1.00 | 0.60 | 3.89 | 340 | 36.00 | 1.50 | 15.05 |
0.50 | 0.31 | 1.50 | 212 | 63.80 | 2.00 | 5.09 |
0.75 | 0.47 | 1.50 | 212 | 68.60 | 2.00 | 5.44 |
0.50 | 0.31 | 1.50 | 212 | 62.60 | 3.00 | 3.09 |
0.75 | 0.47 | 1.50 | 212 | 63.80 | 3.00 | 3.40 |
0.50 | 0.31 | 1.50 | 212 | 63.80 | 4.00 | 2.41 |
0.75 | 0.47 | 1.50 | 212 | 68.80 | 4.00 | 2.74 |
0.50 | 0.31 | 1.50 | 212 | 30.80 | 2.00 | 4.04 |
0.50 | 0.31 | 1.50 | 212 | 30.80 | 3.00 | 2.55 |
0.50 | 0.31 | 1.50 | 212 | 30.80 | 4.00 | 2.00 |
0.50 | 0.27 | 1.32 | 202 | 21.30 | 3.00 | 1.57 |
1.00 | 0.55 | 1.32 | 202 | 19.60 | 3.00 | 1.86 |
0.50 | 0.27 | 0.75 | 437 | 21.30 | 3.10 | 1.18 |
1.00 | 0.55 | 0.75 | 437 | 19.60 | 3.10 | 1.51 |
0.75 | 0.60 | 1.95 | 261 | 32.90 | 3.45 | 2.77 |
1.00 | 0.80 | 1.95 | 261 | 23.80 | 3.45 | 2.38 |
1.25 | 1.00 | 1.95 | 261 | 24.10 | 3.45 | 2.90 |
0.22 | 0.22 | 3.09 | 127 | 33.22 | 4.80 | 2.18 |
0.22 | 0.22 | 3.09 | 127 | 33.22 | 4.80 | 2.18 |
0.22 | 0.22 | 3.09 | 127 | 33.22 | 4.80 | 2.10 |
0.22 | 0.10 | 3.09 | 127 | 33.22 | 4.80 | 2.18 |
0.22 | 0.10 | 3.09 | 127 | 33.22 | 4.80 | 2.18 |
0.22 | 0.10 | 3.09 | 127 | 33.22 | 4.80 | 2.10 |
0.22 | 0.22 | 3.09 | 127 | 33.22 | 4.80 | 2.10 |
0.22 | 0.22 | 3.09 | 127 | 33.22 | 4.40 | 2.49 |
0.22 | 0.22 | 3.09 | 127 | 33.22 | 4.20 | 2.49 |
0.22 | 0.22 | 3.09 | 127 | 33.22 | 4.20 | 2.18 |
0.22 | 0.22 | 3.09 | 127 | 33.22 | 4.20 | 1.95 |
0.22 | 0.22 | 3.09 | 127 | 33.22 | 4.30 | 2.34 |
0.22 | 0.22 | 3.09 | 127 | 33.22 | 4.30 | 2.18 |
0.44 | 0.45 | 3.09 | 127 | 40.21 | 4.20 | 2.57 |
0.44 | 0.45 | 3.09 | 127 | 40.21 | 4.00 | 2.57 |
0.44 | 0.45 | 3.09 | 127 | 40.21 | 4.00 | 2.42 |
0.44 | 0.45 | 3.09 | 127 | 40.21 | 4.00 | 2.57 |
0.22 | 0.22 | 3.09 | 127 | 33.22 | 4.40 | 2.26 |
0.22 | 0.22 | 3.09 | 127 | 33.22 | 4.40 | 2.10 |
0.22 | 0.14 | 3.09 | 127 | 33.22 | 4.00 | 2.34 |
0.22 | 0.14 | 3.09 | 127 | 33.22 | 4.00 | 2.42 |
0.22 | 0.14 | 3.09 | 127 | 33.22 | 4.00 | 2.57 |
0.22 | 0.14 | 3.09 | 127 | 33.22 | 4.60 | 2.03 |
0.22 | 0.14 | 3.09 | 127 | 33.22 | 4.40 | 2.10 |
0.22 | 0.14 | 3.09 | 127 | 33.22 | 4.40 | 2.03 |
0.22 | 0.14 | 3.09 | 127 | 33.22 | 5.00 | 1.95 |
0.22 | 0.14 | 3.09 | 127 | 33.22 | 4.80 | 1.79 |
0.44 | 0.27 | 3.09 | 127 | 40.21 | 4.00 | 2.49 |
0.44 | 0.27 | 3.09 | 127 | 40.21 | 4.20 | 2.65 |
0.44 | 0.27 | 3.09 | 127 | 40.21 | 4.20 | 2.34 |
0.44 | 0.27 | 3.09 | 127 | 40.21 | 4.20 | 2.57 |
0.88 | 0.55 | 3.09 | 127 | 39.72 | 3.20 | 2.88 |
0.88 | 0.55 | 3.09 | 127 | 39.72 | 3.40 | 2.73 |
0.88 | 0.55 | 3.09 | 127 | 39.72 | 3.40 | 2.57 |
0.88 | 0.55 | 3.09 | 127 | 39.72 | 3.40 | 3.27 |
0.88 | 0.55 | 3.09 | 127 | 39.72 | 3.40 | 3.12 |
1.76 | 1.09 | 3.09 | 127 | 39.79 | 2.80 | 4.44 |
1.76 | 1.09 | 3.09 | 127 | 39.79 | 1.80 | 6.00 |
1.76 | 1.09 | 3.09 | 127 | 39.79 | 1.20 | 11.30 |
1.76 | 1.09 | 3.09 | 127 | 39.79 | 1.20 | 10.91 |
0.22 | 0.14 | 3.09 | 127 | 33.22 | 4.80 | 1.95 |
0.22 | 0.14 | 3.09 | 127 | 33.22 | 4.80 | 1.87 |
0.22 | 0.14 | 3.09 | 127 | 33.22 | 4.80 | 2.03 |
1.00 | 0.40 | 4.47 | 180 | 90.60 | 3.33 | 8.33 |
1.00 | 0.48 | 4.47 | 180 | 83.20 | 3.33 | 8.22 |
0.50 | 0.43 | 4.47 | 180 | 80.50 | 3.33 | 7.03 |
0.75 | 0.65 | 4.47 | 180 | 80.50 | 3.33 | 7.31 |
1.00 | 0.48 | 3.09 | 195 | 39.40 | 3.08 | 4.87 |
1.00 | 0.50 | 4.28 | 235 | 91.40 | 2.77 | 6.62 |
1.00 | 0.40 | 4.28 | 235 | 93.30 | 2.77 | 7.74 |
1.00 | 0.48 | 4.28 | 235 | 89.60 | 2.77 | 8.68 |
1.00 | 0.40 | 3.06 | 410 | 76.80 | 2.93 | 3.57 |
1.00 | 0.40 | 3.06 | 410 | 76.80 | 2.93 | 4.15 |
1.00 | 0.48 | 3.06 | 410 | 72.00 | 2.93 | 4.52 |
1.00 | 0.48 | 3.06 | 410 | 72.00 | 2.93 | 4.04 |
0.50 | 0.43 | 3.06 | 410 | 69.30 | 2.93 | 3.27 |
0.50 | 0.43 | 3.06 | 410 | 69.30 | 2.93 | 3.85 |
0.75 | 0.65 | 3.06 | 410 | 60.20 | 2.93 | 4.18 |
0.75 | 0.65 | 3.06 | 410 | 75.70 | 2.93 | 3.61 |
1.00 | 0.40 | 2.87 | 570 | 76.80 | 2.98 | 2.68 |
1.00 | 0.48 | 2.87 | 570 | 72.00 | 2.98 | 3.56 |
0.75 | 0.65 | 2.87 | 570 | 60.20 | 2.98 | 3.05 |
0.75 | 0.56 | 3.08 | 300 | 109.50 | 1.75 | 8.85 |
0.75 | 0.56 | 3.08 | 300 | 110.00 | 2.50 | 4.78 |
0.75 | 0.56 | 3.08 | 300 | 111.50 | 3.50 | 3.53 |
0.75 | 0.56 | 3.08 | 300 | 110.80 | 4.50 | 3.58 |
1.00 | 0.47 | 4.93 | 255 | 55.84 | 1.96 | 6.64 |
0.75 | 0.49 | 2.67 | 251 | 28.10 | 3.49 | 3.03 |
0.75 | 0.49 | 2.67 | 251 | 25.30 | 3.49 | 2.12 |
1.00 | 0.65 | 2.67 | 251 | 27.90 | 3.49 | 2.92 |
1.00 | 0.65 | 2.67 | 251 | 26.20 | 3.49 | 3.29 |
1.50 | 0.98 | 2.67 | 251 | 28.10 | 3.49 | 2.97 |
1.50 | 0.98 | 2.67 | 251 | 27.30 | 3.49 | 3.51 |
0.50 | 0.40 | 2.67 | 251 | 27.50 | 3.49 | 1.75 |
0.50 | 0.40 | 2.67 | 251 | 24.90 | 3.49 | 2.07 |
0.75 | 0.60 | 2.67 | 251 | 27.80 | 3.49 | 2.44 |
0.75 | 0.60 | 2.67 | 251 | 27.30 | 3.49 | 2.71 |
1.00 | 0.80 | 2.67 | 251 | 26.30 | 3.49 | 3.11 |
1.00 | 0.80 | 2.67 | 251 | 27.10 | 3.49 | 2.79 |
0.75 | 0.49 | 2.67 | 251 | 53.40 | 3.49 | 3.03 |
0.75 | 0.49 | 2.67 | 251 | 54.10 | 3.49 | 3.37 |
1.00 | 0.65 | 2.67 | 251 | 53.20 | 3.49 | 3.85 |
1.00 | 0.65 | 2.67 | 251 | 55.30 | 3.49 | 4.41 |
1.50 | 0.98 | 2.67 | 251 | 64.60 | 3.49 | 5.21 |
1.50 | 0.98 | 2.67 | 251 | 59.90 | 3.49 | 4.28 |
0.50 | 0.40 | 2.67 | 251 | 47.80 | 3.49 | 3.40 |
0.50 | 0.40 | 2.67 | 251 | 49.50 | 3.49 | 4.06 |
0.75 | 0.60 | 2.67 | 251 | 55.30 | 3.49 | 3.90 |
0.75 | 0.60 | 2.67 | 251 | 56.40 | 3.49 | 4.75 |
1.00 | 0.80 | 2.67 | 251 | 53.40 | 3.49 | 3.43 |
1.00 | 0.80 | 2.67 | 251 | 51.00 | 3.49 | 4.20 |
1.00 | 0.50 | 2.67 | 251 | 27.80 | 3.49 | 2.12 |
1.00 | 0.50 | 2.67 | 251 | 27.20 | 3.49 | 2.10 |
1.00 | 0.85 | 2.67 | 251 | 27.60 | 3.49 | 2.63 |
1.00 | 0.85 | 2.67 | 251 | 27.90 | 3.49 | 2.18 |
1.00 | 0.50 | 2.67 | 251 | 34.70 | 3.49 | 2.66 |
1.00 | 0.50 | 2.67 | 251 | 36.20 | 3.49 | 2.68 |
1.00 | 0.85 | 2.67 | 251 | 37.00 | 3.49 | 2.95 |
1.00 | 0.85 | 2.67 | 251 | 38.30 | 3.49 | 2.79 |
0.75 | 0.50 | 0.02 | 254 | 29.00 | 3.50 | 3.13 |
0.75 | 0.50 | 0.02 | 254 | 29.00 | 3.50 | 3.11 |
0.75 | 0.50 | 0.03 | 394 | 39.00 | 3.61 | 2.72 |
0.75 | 0.50 | 0.03 | 394 | 39.00 | 3.61 | 3.27 |
0.75 | 0.50 | 0.03 | 541 | 50.00 | 3.45 | 2.49 |
0.75 | 0.50 | 0.03 | 541 | 50.00 | 3.45 | 3.51 |
0.75 | 0.50 | 0.03 | 813 | 50.00 | 3.50 | 3.39 |
0.75 | 0.50 | 0.03 | 813 | 50.00 | 3.50 | 3.49 |
0.75 | 0.50 | 0.03 | 1118 | 50.00 | 3.50 | 3.17 |
0.75 | 0.50 | 0.03 | 1118 | 50.00 | 3.50 | 3.06 |
Appendix 2
See Figs.
10,
11 and Table
Rights and permissions
About this article
Cite this article
Momani, Y., Tarawneh, A., Alawadi, R. et al. Shear strength prediction of steel fiber-reinforced concrete beams without stirrups. Innov. Infrastruct. Solut. 7, 107 (2022). https://doi.org/10.1007/s41062-021-00703-w
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s41062-021-00703-w