Experimental Study on the Property and Mechanism of the Bonding Between Rubberized Concrete and Normal Concrete
Source abstract
Abstract
Abstract Scholars have studied the impact of rubber particles (RPs) on the performance of the concrete and the research topics have covered all the mechanical properties and durability of normal concrete (NC). Recently, scholars have turned their research interest to the structural properties of concrete. However, there are few experimental studies on the bonding properties of RC to NC. The RPs have both positive and negative impacts on the bond performance. On one hand, RPs can reduce the shrinkage of concrete, resulting in reduced shear stress and tensile stress near the bonding boundary. On the other hand, RPs cause a reduction in the overall strength of concrete, resulting in the poor mechanical performance of the interface transition layer between the two concrete. The test results of this study show that the bonding splitting tensile strength between freshly mixed RC to aged NC first increases and then decreases with the rise of the RPs content in the RC, and the bonding splitting tensile strength reaches the peak when the RPs content is 10%. The bonding splitting tensile strength between the NC and the RC mixed with 3–5 mm RP is higher than that between the NC and the RC mixed with 1–3 mm RPs. When mixed with modified RPs, the bonding splitting tensile strength between the RC and the NC is improved. Applying an interfacial agent (a cement slurry or an epoxy) on the old concrete bonding surface can significantly improve the bonding splitting tensile strength. The results of non-repeated two-way ANOVA show that the content of the RPs and the type of the interfacial agent have significant effects on the bond splitting tensile strength, while the size and modification of the RPs have no significant effects on the bond splitting tensile strength.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Innovative concrete reinforcement materials · Structural Behavior of Reinforced Concrete · Concrete and Cement Materials Research
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (35)
Show source-provided references
1. Austin, S., Robins, P., & Pan, Y. (1995). Tensile bond testing of concrete repairs. Materials and Structures, 28, 249–259.10.1007/BF02473259 ↗
2. Bijen, J., & Salet, T. (1994). Adherence of young concrete to old concrete-Development of tools for engineering. Adherence of young on Old Concrete,edited by F. H. Wittmann.
3. Chen, P.-W., Fu, X., & Chung, D. D. L. (1995). Improving the bonding between old new concrete by adding carbon fibers to the new concrete. Cement and Concrete Research, 25, 491–496.10.1016/0008-8846(95)00037-D ↗
4. Climaco, J. C. T. S., & Regan, P. E. (2001). Evaluation of bond strength between old and new concrete in structural repairs. Magazine of Concrete Research, 53, 377–390.10.1680/macr.2001.53.6.377 ↗
5. Eldin, N. N., & Senouci, A. B. (1993). Observations on rubberized concrete behavior. Cement Concrere and Aggregates, 15, 74–84.10.1520/CCA10590J ↗
6. Eldin, N. N., & Senouci, A. B. (1994). Measurement and prediction of the strength of rubberized concrete. Cement and Concrete Composites, 16, 287–298.10.1016/0958-9465(94)90041-8 ↗
7. Fattuhi, N., & Clark, N. (1996). Cement-based materials containing shredded scrap truck tyre rubber. Construction and Building Materials, 10, 229–236.10.1016/0950-0618(96)00004-9 ↗
8. Ganjian, E., Khorami, M., & Maghsoudi, A. A. (2009). Scrap-tyre-rubber replacement for aggregate and filler in concrete. Cement and Concrete Composites, 23, 1828–1836.
9. Gibergues, C., Saucier, F., Grandet, J., & Pigeon, M. (1993). New-to-old concrete bonding: Influence of sulfates type of new concrete on interface microstructure. Cement and Concrete Research, 23, 431–441.10.1016/0008-8846(93)90108-L ↗
10. Guan, D.-Q., Chen, Z.-H., & Shi, Y.-Z. (1994) Effect of interfacial treatment on bond performance of new and old concrete. Concrete, 5, 16–22. (In Chinese).
11. Guo, L., Li, R., & Jiang, B. (2021). A cascade broad neural network for concrete structural crack damage automated classification. IEEE Transactions on Industrial Informatics, 17, 2737–2742.10.1109/TII.2020.3010799 ↗
12. Han, J.-H., Bi, S.-P., Zhang, Q.-M., & Xu, W. (2001). Influence of the roughness on the bonding properties of new and old concrete. Journal of Zhengzhou University of Technology, 22, 22–24. (In Chinese).
13. He, Y., Zhang, X., Hooton, R. D., & Zhang, X. (2017). Effects of interface roughness and interface adhesion on new-to-old concrete bonding. Construction and Building Materials, 151, 582–590.10.1016/j.conbuildmat.2017.05.049 ↗
14. Ismail, M. K., & Hassan, A. A. A. (2017). Ductility and cracking behavior of reinforced self-consolidating rubberized concrete beams. Journal of Materials in Civil Engineering, 29, 04016174.10.1061/(ASCE)MT.1943-5533.0001699 ↗
15. Khatib, Z. K., & Bayomy, F. M. (1999). Rubberized Portland cement concrete. Journal of Materials in Civil Engineering, 11, 206–213.10.1061/(ASCE)0899-1561(1999)11:3(206) ↗
16. Khern, Y. C., Paul, S. C., Kong, S. Y., Babafemi, A. J., Anggraini, V., Miah, M. J., & Savija, B. (2020). Impact of chemically treated waste rubber tire aggregates on mechanical, durability and thermal properties of concrete. Frontiers in Materials, 7, 90.10.3389/fmats.2020.00090 ↗
17. Kurihashi, Y., Konno, H., & Hama, Y. (2021). Effects of frost-damaged reinforced concrete beams on their impact resistance behavior. Construction and Building Materials, 274, 122089.10.1016/j.conbuildmat.2020.122089 ↗
18. Li, G.-Y., Xie, H.-C., & Xiong, G.-J. (1999). Microstructure of concrete repair interface and its relationship with macroscopic mechanical properties. Concrete, 13–18 (In Chinese).
19. Li, G. (2003). A new way to increase the long-term bond strength of new-to-old concrete by the use of fly ash. Cement and Concrete Research, 33, 799–803.10.1016/S0008-8846(02)01064-5 ↗
20. Liu, H., Wang, X., Jiao, Y., & Sha, T. (2016). Experimental investigation of the mechanical and durability properties of crumb rubber concrete. Materials, 9, 172.10.3390/ma9030172 ↗
21. Liu, C.-S., Chen, L., & Zhu, H. (2011). Influence of crumb rubber proportion on durability of reinforced concrete beams exposed to chloride aggressive environment. Journal of Tianjin University, 44, 40–45. (In Chinese).
22. Mendis, A. S. M., Al-Deen, S., & Ashraf, M. (2017). Effect of rubber particles on the flexural behaviour of reinforced crumbed rubber concrete beams. Construction and Building Materials, 154, 644–657.10.1016/j.conbuildmat.2017.07.220 ↗
23. Rashid, K., Ahmad, M., Ueda, T., Deng, J., Aslam, K., Nazir, I., & Sarwar, M. A. (2020). Experimental investigation of the bond strength between new to old concrete using different adhesive layers. Construction and Building Materials, 249, 118798.10.1016/j.conbuildmat.2020.118798 ↗
24. Romanazzi, V., Leone, M., Tondolo, F., Fantilli, A. P., & Aiello, M. A. (2021). Bond strength of rubberized concrete with deformed steel bar. Construction and Building Materials, 272, 121730.10.1016/j.conbuildmat.2020.121730 ↗
25. Segre, N., Paulo, J., & Monteiro, M. (2002). Surface characterization of recycled tire rubber to be used in cement paste matrix. Colloid and Interface Science, 248, 521–523.10.1006/jcis.2002.8217 ↗
26. Son, K. S., Hajirasouliha, I., & Pilakoutas, K. (2011). Strength and deformability of waste tyre rubber-filled reinforced concrete columns. Construction and Building Materials, 25, 218–226.10.1016/j.conbuildmat.2010.06.035 ↗
27. Strukar, K., Šipoš, T. K., Miličević, I., & Bušić, R. (2019). Potential use of rubber as aggregate in structural reinforced concrete element—a review. Engineering Structures, 188, 452–468.10.1016/j.engstruct.2019.03.031 ↗
28. Taha, M. M. R., El-Dieb, A., El-Wahab, M. A., & Abdel-Hameed, M. (2008). Mechanical, fracture, and microstructural investigations of rubber concrete. Journal of Materials in Civil Engineering, 20, 640–649.10.1061/(ASCE)0899-1561(2008)20:10(640) ↗
29. SL352-2006 (2006). Test code for hydraulic concrete. China.
30. Toutanji, H. (1996). The use of rubber tire particles in concrete to replace mineral aggregates. Cement and Concrete Composites, 18, 135–139.10.1016/0958-9465(95)00010-0 ↗
31. Vaysburd, A. M., Sabnis, G. M., & P.H., E., & Mcdonald, J. E. (2001). Interfacial bond and surface preparation in concrete repair. Indian Concrete Journal, 75, 27–34.
32. Wall, J. S., & Shrive, N. G. (1988) Factors affecting bond between new and old concrete. ACI Materials Journal 85(2), 117–125.
33. Xargay, H., Ripani, M., Folino, P., Nunez, N., & Caggiano, A. (2021). Acoustic emission and damage evolution in steel fiber-reinforced concrete beams under cyclic loading. Construction and Building Materials, 274, 121831.10.1016/j.conbuildmat.2020.121831 ↗
34. Xue, J., & Shinozuka, M. (2013). Rubberized concrete: A green structural material with enhanced energy-dissipation capability. Construction and Building Materials, 42, 196–204.10.1016/j.conbuildmat.2013.01.005 ↗
35. Youssf, O., Mills, J. E., & Hassanli, R. (2016). Assessment of the mechanical performance of crumb rubber concrete. Construction and Building Materials, 125, 175–183.10.1016/j.conbuildmat.2016.08.040 ↗