The Shear Capacity Estimation of Reinforced Concrete Short Beams with Steel Fiber by Digital Image Correlation Approach
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Abstract
Abstract This research aimed to estimate the shear capacity of reinforced concrete short beams with steel fiber (RSF short beams) using DIC (digital image correlation). Four-point bending tests of RSF short beams with shear span ratio (a/d) of 1.0, 1.5, and 2.0 were conducted. 0.5% or 1.0% volume fraction of steel fiber was used. The distribution of minimum principal strain (Ɛ2) was obtained from DIC then the width of compressive strut was evaluated. The effects of volume fraction of steel fiber and shear span ratio were investigated. Finally, the shear capacity of RSF short beams was estimated with the help of DIC.
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Research context
OpenAlex topics: Innovative concrete reinforcement materials · Structural Behavior of Reinforced Concrete · Infrastructure Maintenance and Monitoring
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References (26)
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1. Antonius, A., Karlinasari, R., Purwanto, P., & Widhianto, A. (2020). Shear strength and deformation of steel fibre-reinforced concrete beams after fire. Advances in Concrete Construction, 10(2), 105–111. https://doi.org/10.12989/acc.2020.10.2.10510.12989/acc.2020.10.2.105 ↗
2. Banthia, N., & Trottier, J. F. (1994). Concrete reinforced with deformed steel fibers, Part I: Bond-slip mechanisms. ACI Materials Journal, 91(5), 435–446. https://doi.org/10.14359/405910.14359/4059 ↗
3. Bhosale, A. B., & Prakash, S. S. (2020). Crack propagation analysis of synthetic vs. steel vs. hybrid fibre-reinforced concrete beams using digital image correlation technique. International Journal of Concrete Structures and Materials, 14, 1–9. https://doi.org/10.1186/s40069-020-00427-810.1186/s40069-020-00427-8 ↗
4. Birincioglu, M. I., Keskin, R. S. O., & Arslan, G. (2022). Shear strength of steel fiber reinforced concrete deep beams without stirrups. Advances in Concrete Construction, 13(1), 1–10. https://doi.org/10.12989/acc.2022.13.1.00110.12989/acc.2022.13.1.001 ↗
5. Destrebecq, J. F., Toussaint, E., & Ferrier, E. (2011). Analysis of cracks and deformations in a full scale reinforced concrete beam using a digital image correlation technique. Experimental Mechanics, 51, 879–890. https://doi.org/10.1007/s11340-010-9384-910.1007/s11340-010-9384-9 ↗
6. Gencturk, B., Hossain, K., Kapadia, A., Labib, E., & Mo, Y. L. (2014). Use of digital image correlation technique in full-scale testing of prestressed concrete structures. Measurement, 47, 505–515. https://doi.org/10.1016/j.measurement.2013.09.01810.1016/j.measurement.2013.09.018 ↗
7. Gunawan, D., Okubo, K., Nakamura, T., & Niwa, J. (2020). Shear capacity of RC beams based on beam and arch actions. Journal of Advanced Concrete Technology, 18(5), 241–255. https://doi.org/10.3151/jact.18.24110.3151/jact.18.241 ↗
8. Jongvivatsakul, P., Watanabe, K., Matsumoto, K., & Niwa, J. (2011). Evaluation of shear carried by steel fibers of reinforced concrete beams using tension softening curves. Journal of Japan Society of Civil Engineers, 67(4), 493–507. https://doi.org/10.2208/jscejmcs.67.49310.2208/jscejmcs.67.493 ↗
9. Kaufmann, W., Amin, A., Beck, A., & Lee, M. (2019). Shear transfer across cracks in steel fibre reinforced concrete. Engineering Structures, 186, 508–524. https://doi.org/10.1016/j.engstruct.2019.02.02710.1016/j.engstruct.2019.02.027 ↗
10. Khuntia, M., Stojadinovic, B., & Goel, S. C. (1999). Shear strength of normal and high-strength fiber reinforced concrete beams without stirrups. ACI Structural Journal, 96(2), 282–289. https://doi.org/10.14359/62010.14359/620 ↗
11. Koohbor, B., Ravindran, S., & Kidane, A. (2017). Experimental determination of representative volume element (RVE) size in woven composites. Optics and Lasers in Engineering, 90, 59–71. https://doi.org/10.1016/j.optlaseng.2016.10.00110.1016/j.optlaseng.2016.10.001 ↗
12. Lee, J. H., Jung, C. Y., Woo, T. R., & Cheung, J. H. (2019). Post-yielding tension stiffening of reinforced concrete members using an image analysis method with a consideration of steel ratios. Advances in Concrete Construction, 7(2), 117–126. https://doi.org/10.12989/acc.2019.7.2.11710.12989/acc.2019.7.2.117 ↗
13. MacGregor, J. G. (1997). Reinforced concrete: Mechanics & design (3rd ed.). Prentice Hall.
14. Mansouri, I., Shahheidari, F. S., Hashemi, S. M. A., & Farzampour, A. (2020). Investigation of steel fiber effects on concrete abrasion resistance. Advances in Concrete Construction, 9(4), 367–374. https://doi.org/10.12989/acc.2020.9.4.36710.12989/acc.2020.9.4.367 ↗
15. Marti, P., Pfyl, T., Sigrist, V., & Ulaga, T. (1999). Harmonized test procedures for steel fiber-reinforced concrete. ACI Materials Journal, 96(6), 676–685. https://doi.org/10.14359/79410.14359/794 ↗
16. Morgese, M., Domaneschi, M., Ansari, F., Cimellaro, G. P., & Inaudi, D. (2021). Improving distributed fiber-optic sensor measures by digital image correlation: Two-stage structural health monitoring. ACI Structural Journal, 118(6), 91–102. https://doi.org/10.14359/5173299410.14359/51732994 ↗
17. Nuaklong, P., Chittanurak, J., Jongvivatsakul, P., Pansuk, W., Lenwari, A., & Likitlersuang, S. (2020). Effect of hybrid polypropylene-steel fibres on strength characteristics of UHPFRC. Advances in Concrete Construction, 10(1), 1–11. https://doi.org/10.12989/acc.2020.10.1.00110.12989/acc.2020.10.1.001 ↗
18. Pan, B., Xie, H., Wang, Z., Qian, K., & Wang, Z. (2008). Study on subset size selection in digital image correlation for speckle patterns. Optics Express, 16(10), 7037–7048. https://doi.org/10.1364/OE.16.00703710.1364/OE.16.007037 ↗
19. Placas, A., & Regan, P. E. (1971). Shear failure of reinforced concrete beams. ACI Journal Proceedings, 68(10), 763–773. https://doi.org/10.14359/1523710.14359/15237 ↗
20. Qin, X., & Kaewunruen, S. (2022). Environment-friendly recycled steel fibre reinforced concrete. Construction and Building Materials, 327, 126967. https://doi.org/10.1016/j.conbuildmat.2022.12696710.1016/j.conbuildmat.2022.126967 ↗
21. Shahnewaz, M., & Alam, M. S. (2014). Improved shear equations for steel fiber-reinforced concrete deep and slender beams (with appendix). ACI Structural Journal, 111(4), 851–860. https://doi.org/10.14359/5168673610.14359/51686736 ↗
22. Swamy, R. N., & Mangat, P. S. (1974). A theory for the flexural strength of steel fiber reinforced concrete. Cement and Concrete Research, 4(2), 313–325. https://doi.org/10.1016/0008-8846(74)90142-210.1016/0008-8846(74)90142-2 ↗
23. Tahenni, T., Chemrouk, M., & Lecompte, T. (2016). Effect of steel fibers on the shear behavior of high strength concrete beams. Construction and Building Materials, 105, 14–28. https://doi.org/10.1016/j.conbuildmat.2015.12.01010.1016/j.conbuildmat.2015.12.010 ↗
24. Tan, K. H., Murugappan, K., & Paramasivam, P. (1993). Shear behavior of steel fiber reinforced concrete beams. ACI Structural Journal, 90(1), 3–11. https://doi.org/10.14359/964610.14359/9646 ↗
25. Vecchio, F. J., & Collins, M. P. (1986). The modified compression-field theory for reinforced concrete elements subjected to shear. ACI Journal Proceedings, 83(2), 219–231. https://doi.org/10.14359/1041610.14359/10416 ↗
26. Zarrinpour, M. R., & Chao, S. H. (2017). Shear strength enhancement mechanisms of steel fiber-reinforced concrete slender beams. ACI Structural Journal, 114(3), 729–742. https://doi.org/10.14359/5168944910.14359/51689449 ↗