journal article·2025-08-29Open access

Shear and flexural performance of reinforced concrete beams with recycled concrete aggregates

Yasin Onuralp Özkılıç, Essam Althaqafi, Memduh Karalar, Ceyhun Aksoylu

Abstract

Abstract This study investigates the effects of recycled concrete aggregate (RCA) content and stirrup spacing on the structural performance of reinforced concrete beams (RCBs) under flexural and shear loading. A total of 24 RCB specimens were cast with RCA replacement ratios of 0, 10, 20, and 40%, and tested under four different stirrup spacings: 100, 160, 200, and 270 mm. The experimental program evaluated key structural parameters, including load-bearing capacity, stiffness, ductility, and energy dissipation. The results demonstrated that increasing the RCA content generally led to reductions in both flexural and shear strength. The most significant shear strength loss (46.86%) occurred at 40% RCA with 270 mm stirrup spacing, while the highest flexural load reduction (11.24%) was observed in beams with Ø10 longitudinal reinforcement and 40% RCA. Moreover, although higher RCA content generally reduced stiffness, ductility, and energy dissipation, specimens with wider stirrup spacing exhibited relatively better performance under shear, suggesting that transverse reinforcement can partially mitigate RCA-induced performance losses in shear-dominated beams. These findings suggest that while RCA can be used in RCBs, proper detailing of transverse and longitudinal reinforcement is essential to maintain adequate structural performance.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Recycled Aggregate Concrete Performance · Innovative concrete reinforcement materials · Structural Behavior of Reinforced Concrete

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Department of Civil Engineering , Faculty of Engineering , Necmettin Erbakan University , Konya , 42000 , Turkey

Civil Engineering Department , College of Engineering , King Khalid University , Abha , 61421 , Saudi Arabia

Department of Civil Engineering , Faculty of Engineering , Zonguldak Bulent Ecevit University , Zonguldak , 67100 , Turkey

Department of Civil Engineering , Faculty of Engineering and Natural Sciences , Konya Technical University , 42250 , Konya , Turkey

References (58)

Show source-provided references
1. Oikonomou, N. D. Recycled concrete aggregates. Cement and Concrete Composites, Vol. 27, No. 2, 2005, pp. 315–318.10.1016/j.cemconcomp.2004.02.020 ↗
2. Tabsh, S. W. and A. S. Abdelfatah. Influence of recycled concrete aggregates on strength properties of concrete. Construction and Building Materials, Vol. 23, No. 2, 2009, pp. 1163–1167.10.1016/j.conbuildmat.2008.06.007 ↗
3. Pacheco, J., J. De Brito, C. Chastre, and L. Evangelista. Experimental investigation on the variability of the main mechanical properties of concrete produced with coarse recycled concrete aggregates. Construction and Building Materials, Vol. 201, 2019, pp. 110–120.10.1016/j.conbuildmat.2018.12.200 ↗
4. Medina, C., W. Zhu, T. Howind, M. I. S. de Rojas, and M. Frías. Influence of mixed recycled aggregate on the physical–mechanical properties of recycled concrete. Journal of Cleaner Production, Vol. 68, 2014, pp. 216–225.10.1016/j.jclepro.2014.01.002 ↗
5. Bai, G., C. Zhu, C. Liu, and B. Liu. An evaluation of the recycled aggregate characteristics and the recycled aggregate concrete mechanical properties. Construction and Building Materials, Vol. 240, 2020, id. 117978.10.1016/j.conbuildmat.2019.117978 ↗
6. Cabral, A. E. B., V. Schalch, D. C. C. Dal Molin, and J. L. D. Ribeiro. Mechanical properties modeling of recycled aggregate concrete. Construction and Building Materials, Vol. 24, No. 4, 2010, pp. 421–430.10.1016/j.conbuildmat.2009.10.011 ↗
7. Knaack, A. M. and Y. C. Kurama. Behavior of reinforced concrete beams with recycled concrete coarse aggregates. Journal of Structural Engineering, Vol. 141, No. 3, 2015, id. B4014009.10.1061/(ASCE)ST.1943-541X.0001118 ↗
8. Seara-Paz, S., B. González-Fonteboa, F. Martínez-Abella, and J. Eiras-López. Flexural performance of reinforced concrete beams made with recycled concrete coarse aggregate. Engineering Structures, Vol. 156, 2018, pp. 32–45.10.1016/j.engstruct.2017.11.015 ↗
9. Kang, T. H.-K., W. Kim, Y.-K. Kwak, and S.-G. Hong. Flexural testing of reinforced concrete beams with recycled concrete aggregates. ACI Structural Journal, Vol. 111, No. 3, 2014, pp. 607–616.10.14359/51686622 ↗
10. Arezoumandi, M., A. Smith, J. S. Volz, and K. H. Khayat. An experimental study on flexural strength of reinforced concrete beams with 100% recycled concrete aggregate. Engineering Structures, Vol. 88, 2015, pp. 154–162.10.1016/j.engstruct.2015.01.043 ↗
11. Arezoumandi, M., A. Smith, J. S. Volz, and K. H. Khayat. An experimental study on shear strength of reinforced concrete beams with 100% recycled concrete aggregate. Construction and Building Materials, Vol. 53, 2014, pp. 612–620.10.1016/j.conbuildmat.2013.12.019 ↗
12. Sato, R., I. Maruyama, T. Sogabe, and M. Sogo. Flexural behavior of reinforced recycled concrete beams. Journal of Advanced Concrete Technology, Vol. 5, No. 1, 2007, pp. 43–61.10.3151/jact.5.43 ↗
13. Evangelista, L. and J. De Brito. Flexural behaviour of reinforced concrete beams made with fine recycled concrete aggregates. KSCE Journal of Civil Engineering, Vol. 21, 2017, pp. 353–363.10.1007/s12205-016-0653-8 ↗
14. Peng, L., Y. Zhao, and H. Zhang. Flexural behavior and durability properties of recycled aggregate concrete (RAC) beams subjected to long-term loading and chloride attacks. Construction and Building Materials, Vol. 277, 2021, id. 122277.10.1016/j.conbuildmat.2021.122277 ↗
15. Momeni, E., F. Omidinasab, A. Dalvand, V. Goodarzimehr, and A. Eskandari. Flexural strength of concrete beams made of recycled aggregates: An experimental and soft computing-based study. Sustainability, Vol. 14, No. 18, 2022, id. 11769.10.3390/su141811769 ↗
16. Seara-Paz, S., B. González-Fonteboa, F. Martínez-Abella, and D. Carro-López. Long-term flexural performance of reinforced concrete beams with recycled coarse aggregates. Construction and Building Materials, Vol. 176, 2018, pp. 593–607.10.1016/j.conbuildmat.2018.05.069 ↗
17. Ji, Z., J. Wu, L. Wang, G. Dong, Z. Tan, J. Zhao, et al. Research on the flexural performance of recycled coarse aggregate concrete beams after carbonation. Journal of Building Engineering, Vol. 97, 2024, id. 110645.10.1016/j.jobe.2024.110645 ↗
18. Ye, T., W. Cao, Y. Zhang, and Z. Yang. Flexural behavior of corroded reinforced recycled aggregate concrete beams. Advances in Materials Science and Engineering, Vol. 2018, No. 1, 2018, id. 2957036.10.1155/2018/2957036 ↗
19. Bai, W. H. and B. X. Sun. Experimental study on flexural behavior of recycled coarse aggregate concrete beam. Applied Mechanics and Materials, Vol. 29, 2010, pp. 543–548.10.4028/www.scientific.net/AMM.29-32.543 ↗
20. Choi, W.-C., H.-D. Yun, and S.-W. Kim. Flexural performance of reinforced recycled aggregate concrete beams. Magazine of Concrete Research, Vol. 64, No. 9, 2012, pp. 837–848.10.1680/macr.11.00018 ↗
21. Alnahhal, W. and O. Aljidda. Flexural behavior of basalt fiber reinforced concrete beams with recycled concrete coarse aggregates. Construction and Building Materials, Vol. 169, 2018, pp. 165–178.10.1016/j.conbuildmat.2018.02.135 ↗
22. Ignjatović, I. S., S. B. Marinković, Z. M. Mišković, and A. R. Savić. Flexural behavior of reinforced recycled aggregate concrete beams under short-term loading. Materials and Structures, Vol. 46, 2013, pp. 1045–1059.10.1617/s11527-012-9952-9 ↗
23. Choi, H., C. Yi, H. Cho, and K. Kang. Experimental study on the shear strength of recycled aggregate concrete beams. Magazine of Concrete Research, Vol. 62, No. 2, 2010, pp. 103–114.10.1680/macr.2008.62.2.103 ↗
24. Fathifazl, G., A. Razaqpur, O. B. Isgor, A. Abbas, B. Fournier, and S. Foo. Shear capacity evaluation of steel reinforced recycled concrete (RRC) beams. Engineering Structures, Vol. 33, No. 3, 2011, pp. 1025–1033.10.1016/j.engstruct.2010.12.025 ↗
25. Arezoumandi, M., J. Drury, J. Volz, and K. Khayat. Effect of recycled concrete aggregate replacement level on the shear strength of reinforced concrete beams. Material Journal, Vol. 112, No. 4, 2015, pp. 559–568.10.14359/51687766 ↗
26. Katkhuda, H. and N. Shatarat. Shear behavior of reinforced concrete beams using treated recycled concrete aggregate. Construction and Building Materials, Vol. 125, 2016, pp. 63–71.10.1016/j.conbuildmat.2016.08.034 ↗
27. Rahal, K. and Y. Alrefaei. Shear strength of longitudinally reinforced recycled aggregate concrete beams. Engineering Structures, Vol. 145, 2017, pp. 273–282.10.1016/j.engstruct.2017.05.028 ↗
28. Pradhan, S., S. Kumar, and S. V. Barai. Shear performance of recycled aggregate concrete beams: An insight for design aspects. Construction and Building Materials, Vol. 178, 2018, pp. 593–611.10.1016/j.conbuildmat.2018.05.022 ↗
29. Gonzalez-Fonteboa, B. and F. Martínez-Abella. Shear strength of recycled concrete beams. Construction and Building Materials, Vol. 21, No. 4, 2007, pp. 887–893.10.1016/j.conbuildmat.2005.12.018 ↗
30. Verian, K. P., N. M. Whiting, J. Olek, J. Jain, and M. B. Snyder. Using recycled concrete as aggregate in concrete pavements to reduce materials cost. Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, Indiana, 2013.10.5703/1288284315220 ↗
31. Tam, V. W., X. Gao, and C. M. Tam. Microstructural analysis of recycled aggregate concrete produced from two-stage mixing approach. Cement and Concrete Research, Vol. 35, No. 6, 2005, pp. 1195–1203.10.1016/j.cemconres.2004.10.025 ↗
32. Verian, K. P., W. Ashraf, and Y. Cao. Properties of recycled concrete aggregate and their influence in new concrete production. Resources, Conservation and Recycling, Vol. 133, 2018, pp. 30–49.10.1016/j.resconrec.2018.02.005 ↗
33. ASTM International committee C09 on concrete and concrete aggregates. Standard test method for compressive strength of cylindrical concrete specimens, ASTM International, 2014.
34. ASTM A. C496/C496M-11. Standard test method for splitting tensile strength of cylindrical concrete specimens, ASTM International, West Conshohocken, PA, 2004, 2011.
35. Astm, C. Standard test method for flexural strength of concrete (using simple beam with third-point loading). American society for testing and materials, ASTM, Michigan, United States, 2010.
36. Silva, R., J. De Brito, and R. Dhir. Properties and composition of recycled aggregates from construction and demolition waste suitable for concrete production. Construction and Building Materials, Vol. 65, 2014, pp. 201–217.10.1016/j.conbuildmat.2014.04.117 ↗
37. Tam, V. W. and C. M. Tam. Diversifying two-stage mixing approach (TSMA) for recycled aggregate concrete: TSMAs and TSMAsc. Construction and Building Materials, Vol. 22, No. 10, 2008, pp. 2068–2077.10.1016/j.conbuildmat.2007.07.024 ↗
38. Kou, S.-c, C.-s. Poon, and F. Agrela. Comparisons of natural and recycled aggregate concretes prepared with the addition of different mineral admixtures. Cement and Concrete Composites, Vol. 33, No. 8, 2011, pp. 788–795.10.1016/j.cemconcomp.2011.05.009 ↗
39. Kong, D., T. Lei, J. Zheng, C. Ma, J. Jiang, and J. Jiang. Effect and mechanism of surface-coating pozzolanics materials around aggregate on properties and ITZ microstructure of recycled aggregate concrete. Construction and Building Materials, Vol. 24, No. 5, 2010, pp. 701–708.10.1016/j.conbuildmat.2009.10.038 ↗
40. Etxeberria, M., E. Vázquez, A. Marí, and M. Barra. Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete. Cement and Concrete Research, Vol. 37, No. 5, 2007, pp. 735–742.10.1016/j.cemconres.2007.02.002 ↗
41. Zhang, L., Y. Zhang, C. Liu, L. Liu, and K. Tang. Study on microstructure and bond strength of interfacial transition zone between cement paste and high-performance lightweight aggregates prepared from ferrochromium slag. Construction and Building Materials, Vol. 142, 2017, pp. 31–41.10.1016/j.conbuildmat.2017.03.083 ↗
42. Kurda, R., J. de Brito, and J. D. Silvestre. Indirect evaluation of the compressive strength of recycled aggregate concrete with high fly ash ratios. Magazine of Concrete Research, Vol. 70, No. 4, 2018, pp. 204–216.10.1680/jmacr.17.00216 ↗
43. Katz, A. Properties of concrete made with recycled aggregate from partially hydrated old concrete. Cement and Concrete Research, Vol. 33, No. 5, 2003, pp. 703–711.10.1016/S0008-8846(02)01033-5 ↗
44. Poon, C. S., Z. Shui, L. Lam, H. Fok, and S. Kou. Influence of moisture states of natural and recycled aggregates on the slump and compressive strength of concrete. Cement and Concrete Research, Vol. 34, No. 1, 2004, pp. 31–36.10.1016/S0008-8846(03)00186-8 ↗
45. Verian, K. P., W. Ashraf, and Y. Cao. Properties of recycled concrete aggregate and their influence in new concrete production. Resources, Conservation and Recycling, Vol. 133, 2018, pp. 30–49.10.1016/j.resconrec.2018.02.005 ↗
46. Li, Z., L.-Y. Li, and S. Cheng. Evaluation of modulus of elasticity of concrete containing both natural and recycled concrete aggregates. Journal of Cleaner Production, Vol. 447, 2024, id. 141591.10.1016/j.jclepro.2024.141591 ↗
47. Yuan, W.-B., L. Mao, and L.-Y. Li. A two-step approach for calculating chloride diffusion coefficient in concrete with both natural and recycled concrete aggregates. Science of The Total Environment, Vol. 856, 2023, id. 159197.10.1016/j.scitotenv.2022.159197 ↗
48. Hu, Z., L.-X. Mao, J. Xia, J.-B. Liu, J. Gao, J. Yang, et al. Five-phase modelling for effective diffusion coefficient of chlorides in recycled concrete. Magazine of Concrete Research, Vol. 70, No. 11, 2018, pp. 583–594.10.1680/jmacr.17.00194 ↗
49. Masne, N., and S. Suryawanshi, Evaluation of ductility ratio of recycled aggregate concrete beams under. Recent Developments in Structural Engineering, Volume 4: Select Proceedings of 13th Structural Engineering Convention (SEC), 2024.10.1007/978-981-97-6603-1_47 ↗
50. Liu, D., F. Qin, J. Di, and Z. Zhang. Flexural behavior of reinforced concrete (RC) beams strengthened with carbon fiber reinforced polymer (CFRP) and ECC. Case Studies in Construction Materials, Vol. 19, 2023, id. e02270.10.1016/j.cscm.2023.e02270 ↗
51. Wang, C., Y. Zhang, Z. Ma, and D. Wang. Hysteretic deteriorating behaviors of fiber-reinforced recycled aggregate concrete composites subjected to cyclic compressive loadings. Journal of Building Engineering, Vol. 49, 2022, id. 104087.10.1016/j.jobe.2022.104087 ↗
52. Gao, H., L. Xu, M. Yu, Y. Long, C. Yu, L. Huang, et al. Cyclic compressive behavior of high-performance hybrid fiber reinforced recycled aggregate concrete: Degradation law and acoustic emission features. Construction and Building Materials, Vol. 431, 2024, id. 136412.10.1016/j.conbuildmat.2024.136412 ↗
53. Chen, Y., H. Li, P. Ye, Z. Chen, and H. Xu. Experimental study on mechanical behavior of steel fiber recycled concrete under cyclic compression. Acta Materiae Compositae Sinica, Vol. 39, No. 11, 2022, pp. 5574–5585.
54. Fathifazl, G., A. G. Razaqpur, O. B. Isgor, A. Abbas, B. Fournier, and S. Foo. Flexural performance of steel-reinforced recycled concrete beams. ACI Structural Journal, Vol. 106, No. 6, 2009, pp. 858–867.10.14359/51663187 ↗
55. Bairagi, N., K. Ravande, and V. Pareek. Behaviour of concrete with different proportions of natural and recycled aggregates. Resources, Conservation and Recycling, Vol. 9, No. 1–2, 1993, pp. 109–126.10.1016/0921-3449(93)90036-F ↗
56. de Oliveira, M. B. and E. Vazquez. The influence of retained moisture in aggregates from recycling on the properties of new hardened concrete. Waste Management, Vol. 16, No. 1–3, 1996, pp. 113–117.10.1016/S0956-053X(96)00033-5 ↗
57. Wardeh, G. and E. Ghorbel. Shear strength of reinforced concrete beams with recycled aggregates. Advances in Structural Engineering, Vol. 22, No. 8, 2019, pp. 1938–1951.10.1177/1369433219829815 ↗
58. Khergamwala, P. C., J. Singh, and R. Kumar. Experimental study on shear behavior of reinforced recycled aggregate concrete beams. International Journal of Civil Engineering and Technology, Vol. 7, 2016, pp. 128–139.