journal article·2022-12Open access

Improved Meta-learning Neural Network for the Prediction of the Historical Reinforced Concrete Bond–Slip Model Using Few Test Specimens

Chengwen Zhang, Qing Chun, Ao Sun, Yijie Lin, HaoYu Wang

Abstract

Abstract The bond–slip model plays an important role in the structural analysis of reinforced concrete structures. However, many factors affect the bond–slip behavior, which means that a large number of tests are required to establish an accurate bond–slip model. This paper aims to establish a data-driven method for the prediction of the bond–slip model of historical reinforced concrete with few test specimens and many features. Therefore, a new Mahalanobis-Meta-learning Net algorithm was proposed, which can be used to solve the implicit regression problem in few-shot learning. Compared with the existing algorithms, the Mahalanobis-Meta-learning Net achieves fast convergence, accurate prediction and good generalization without performing a large number of tests. The algorithm was applied to the prediction task of the bond–slip model of square rebar-reinforced concrete. First, the first large pretraining database for the bond–slip model, BondSlipNet, was established containing 558 samples from the existing literature. The BondSlipNet database can be used to provide a priori knowledge for learning. Then, another database, named SRRC-Net, was obtained by 16 groups of pull-out tests with square rebar. The SRRC-Net database can be used to provide the posteriori knowledge. Finally, based on the databases, the algorithm not only successfully predicted the bond–slip model of square rebar-reinforced concrete, but also that of the other 23 types of reinforced concrete. The research results can provide a scientific basis for the conservation of square rebar-reinforced concrete structures and can contribute to the bond–slip model prediction of the other types of reinforced concrete structures.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Concrete Corrosion and Durability · Infrastructure Maintenance and Monitoring · Structural Behavior of Reinforced Concrete

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

References (57)

Show source-provided references
1. Amaratunga, T. (2021). Transfer learning. Deep Learning on Windows https://doi.org/10.1007/978-1-4842-6431-7_710.1007/978-1-4842-6431-7_7 ↗
2. Béton, C. C. E.-I. d. (1990). CEB-FIP MODEL CODE. 1990. London. https://doi.org/10.1680/ceb-fipmc1990.3543010.1680/ceb-fipmc1990.35430 ↗
3. Biscaia, H. C., & Soares, S. (2020). Adherence prediction between ribbed steel rebars and concrete: A new perspective and comparison with codes. Structures, 25, 979–999. https://doi.org/10.1016/j.istruc.2020.04.01910.1016/j.istruc.2020.04.019 ↗
4. Cai, B., Xu, L. F., & Fu, F. (2019). Shear resistance prediction of post-fire reinforced concrete beams using artificial neural network. Int J Concr Struct Mater, 13, 46. https://doi.org/10.1186/s40069-019-0358-810.1186/s40069-019-0358-8 ↗
5. Cai, J. M., Pan, J. L., Tan, J. W., & Li, X. P. (2020). Bond behaviours of deformed steel rebars in engineered cementitious composites (ECC) and concrete. Construction and Building Materials, 252, 12. https://doi.org/10.1016/j.conbuildmat.2020.11908210.1016/j.conbuildmat.2020.119082 ↗
6. Coccia, S., Imperatore, S., & Rinaldi, Z. (2016). Influence of corrosion on the bond strength of steel rebars in concrete. Materials and Structures, 49(1–2), 537–551. https://doi.org/10.1617/s11527-014-0518-x10.1617/s11527-014-0518-x ↗
7. Finn, C., Abbeel, P., and Levine, S. (2017). "Model-Agnostic Meta-Learning for Fast Adaptation of Deep Networks." arXiv e-prints, arXiv:1703.03400.
8. Fu, C., Fang, D., Ye, H., Huang, L., & Wang, J. (2021). Bond degradation of non-uniformly corroded steel rebars in concrete. Engineering Structures. https://doi.org/10.1016/j.engstruct.2020.11139210.1016/j.engstruct.2020.111392 ↗
9. Gao, X., Li, N., & Ren, X. (2019). Analytic solution for the bond stress-slip relationship between rebar and concrete. Construction and Building Materials, 197, 385–397. https://doi.org/10.1016/j.conbuildmat.2018.11.20610.1016/j.conbuildmat.2018.11.206 ↗
10. Hou, L. J., Guo, S., Zhou, B. X., Xu, S. L., & Chen, D. (2018). Bond-slip behavior of corroded rebar embedded in ultrahigh toughness cementitious composite. Journal of Materials in Civil Engineering, 30(7), 12. https://doi.org/10.1061/(asce)mt.1943-5533.000232410.1061/(asce)mt.1943-5533.0002324 ↗
11. Islam, K., Billah, A. H. M. M., Chowdhury, M. M. I., & Ahmed, K. S. (2020). Exploratory study on bond behavior of plain and sand coated stainless steel rebars in concrete. Structures, 27, 2365–2378. https://doi.org/10.1016/j.istruc.2020.07.03910.1016/j.istruc.2020.07.039 ↗
12. Jang, Y., Ahn, Y., & Kim, H. Y. (2019). Estimating compressive strength of concrete using deep convolutional neural networks with digital microscope images. J Comput Civil Eng. https://doi.org/10.1061/(asce)cp.1943-5487.000083710.1061/(asce)cp.1943-5487.0000837 ↗
13. Kaffetzakis, M. I., & Papanicolaou, C. G. (2016). Bond behavior of reinforcement in lightweight aggregate self-compacting concrete. Construction and Building Materials, 113, 641–652. https://doi.org/10.1016/j.conbuildmat.2016.03.08110.1016/j.conbuildmat.2016.03.081 ↗
14. Kakavand, M. R. A., Sezen, H., & Taciroglu, E. (2021). Data-driven models for predicting the shear strength of rectangular and circular reinforced concrete columns. Journal of Structural Engineering, 147(1), 12. https://doi.org/10.1061/(ASCE)ST.1943-541X.000287510.1061/(ASCE)ST.1943-541X.0002875 ↗
15. Khaksefidi, S., Ghalehnovi, M., & de Brito, J. (2021). Bond behaviour of high-strength steel rebars in normal (NSC) and ultra-high performance concrete (UHPC). Journal of Building Engineering. https://doi.org/10.1016/j.jobe.2020.10159210.1016/j.jobe.2020.101592 ↗
16. Koulouris, K., & Apostolopoulos, C. (2020). An experimental study on effects of corrosion and stirrups spacing on bond behavior of reinforced concrete. Metals, 10(10), 14. https://doi.org/10.3390/met1010132710.3390/met10101327 ↗
17. Leibovich, O., Yankelevsky, D. Z., & Dancygier, A. N. (2020). The effect of local rebar geometry on global strain measurements in pull out tests. Structural Concrete, 21(1), 413–427. https://doi.org/10.1002/suco.20180035810.1002/suco.201800358 ↗
18. Li, C., Miao, L. C., You, Q., Lei, L. J., Liang, X. D., & Wang, J. J. (2020). Experimental investigation on the bond behavior of deformed bars in a class of structural expanded polystyrene (EPS) concrete. KSCE Journal of Civil Engineering, 24(12), 3797–3809. https://doi.org/10.1007/s12205-020-0167-210.1007/s12205-020-0167-2 ↗
19. Li, X. Y., Zhang, J. W., Liu, J., & Cao, W. L. (2019). Bond behavior of spiral ribbed ultra-high strength steel rebar embedded in plain and steel fiber reinforced high-strength concrete. KSCE Journal of Civil Engineering, 23(10), 4417–4430. https://doi.org/10.1007/s12205-019-2449-010.1007/s12205-019-2449-0 ↗
20. Liu, X., Liu, Y., Wu, T., & Wei, H. (2020). Bond-slip properties between lightweight aggregate concrete and rebar. Construction and Building Materials, 255, 13. https://doi.org/10.1016/j.conbuildmat.2020.11935510.1016/j.conbuildmat.2020.119355 ↗
21. Metelli, G., & Plizzari, G. A. (2014). Influence of the relative rib area on bond behaviour. Magazine of Concrete Research, 66(6), 277–294. https://doi.org/10.1680/macr.13.0019810.1680/macr.13.00198 ↗
22. Mo, Y. L., & Chan, J. (1996). Bond and slip of plain rebars in concrete. Journal of Materials in Civil Engineering, 8(4), 208–211. https://doi.org/10.1061/(Asce)0899-1561(1996)8:4(208)10.1061/(Asce)0899-1561(1996)8:4(208) ↗
23. Nabilah, A. B., Koh, C. G., Izian, A. K., et al. (2020). Development of finite element analysis for intermediate length coupling beams considering bond-slip interface. Int j Concr Struct Mater, 14, 33. https://doi.org/10.1186/s40069-020-00409-w10.1186/s40069-020-00409-w ↗
24. Naderpour, H., Mirrashid, M., & Nagai, K. (2019). An innovative approach for bond strength modeling in FRP strip-to-concrete joints using adaptive neuro–fuzzy inference system. Engineering Computations, 36(3), 1083–1100. https://doi.org/10.1007/s00366-019-00751-y10.1007/s00366-019-00751-y ↗
25. Nguyen, H. A., Chang, T. P., Lee, P. H., & Shih, J. Y. (2020). Experimental investigation of bond-slip performance of reinforcement in two green concretes. Journal of Materials in Civil Engineering, 32(3), 7. https://doi.org/10.1061/(asce)mt.1943-5533.000302910.1061/(asce)mt.1943-5533.0003029 ↗
26. Paswan, R., Rahman, M. R., Singh, S. K., & Singh, B. (2020). Bond behavior of reinforcing steel bar and geopolymer concrete. Journal of Materials in Civil Engineering, 32(7), 12. https://doi.org/10.1061/(asce)mt.1943-5533.000323710.1061/(asce)mt.1943-5533.0003237 ↗
27. Pauletta, M., Rovere, N., Randl, N., & Russo, G. (2020). Bond-slip behavior between stainless steel rebars and concrete. Materials, 13(4), 17. https://doi.org/10.3390/ma1304097910.3390/ma13040979 ↗
28. Prince, M. J. R., & Singh, B. (2013). Bond behaviour between recycled aggregate concrete and deformed steel bars. Materials and Structures, 47(3), 503–516. https://doi.org/10.1617/s11527-013-0075-810.1617/s11527-013-0075-8 ↗
29. Prince, M. J. R., & Singh, B. (2015). Bond behaviour of normal- and high-strength recycled aggregate concrete. Structural Concrete, 16(1), 56–70. https://doi.org/10.1002/suco.20130010110.1002/suco.201300101 ↗
30. Qi, A., Liu, X., Xu, R., & Huang, Y. (2020). Bond behavior of steel reinforcement in concrete containing ferronickel slag and blast furnace slag powder. Construction and Building Materials. https://doi.org/10.1016/j.conbuildmat.2020.12088410.1016/j.conbuildmat.2020.120884 ↗
31. Rabi, M., Cashell, K. A., Shamass, R., & Desnerck, P. (2020). Bond behaviour of austenitic stainless steel reinforced concrete. Engineering Structures. https://doi.org/10.1016/j.engstruct.2020.11102710.1016/j.engstruct.2020.111027 ↗
32. Rafi, M. M. (2019). Study of bond properties of steel rebars with recycled aggregate concrete. experimental testing. Strength of Materials, 50(6), 937–950. https://doi.org/10.1007/s11223-019-00042-310.1007/s11223-019-00042-3 ↗
33. Rahaman, N., Baratin, A., Arpit, D., Draxler, F., Lin, M., Hamprecht, F. A., Bengio, Y., and Courville, A. (2018). On the spectral bias of neural networks. arXiv e-prints, arXiv:1806.08734.
34. Research C. A. o. B. (2010). Code for design of concrete structures (p. 439). China Architecture & Building Press.
35. Rockson, C., Tamanna, K., Alam, M. S., & Rteil, A. (2020). Effect of cover on bond strength of structural concrete using commercially produced recycled coarse and fine aggregates. Construction and Building Materials, 255, 16. https://doi.org/10.1016/j.conbuildmat.2020.11927510.1016/j.conbuildmat.2020.119275 ↗
36. Singh, S., & Krishnan, S. Filter response normalization layer: eliminating batch dependence in the training of deep neural networks." Proc., 2020 IEEE/CVF Conference on Computer Vision and Pattern Recognition (CVPR), 11234–11243. https://doi.org/10.1109/CVPR42600.2020.0112510.1109/CVPR42600.2020.01125 ↗
37. Srivastava, N., Hinton, G., Krizhevsky, A., Sutskever, I., & Salakhutdinov, R. (2014). Dropout: A simple way to prevent neural networks from overfitting. Journal of Machine Learning Research, 15, 1929–1958.
38. Sun, T., Shao, Y., Li, X., Liu, P., & Huang, X. (2020). Learning sparse sharing architectures for multiple tasks. AAAI Conference on Artificial Intelligence.10.1609/aaai.v34i05.6424 ↗
39. Vanneschi, L., Castelli, M., Scott, K., et al. (2018). Accurate high performance concrete prediction with an alignment-based genetic programming system. Int J Concr Struct Mater, 12, 72. https://doi.org/10.1186/s40069-018-0300-510.1186/s40069-018-0300-5 ↗
40. Wang, H. L. (2016). Steel-concrete bond behaviour of self-compacting concrete with recycled aggregates. Magazine of Concrete Research, 68(13), 678–691. https://doi.org/10.1680/jmacr.15.0014310.1680/jmacr.15.00143 ↗
41. Wang, X., Liu, Y., & Xin, H. (2021). Bond strength prediction of concrete-encased steel structures using hybrid machine learning method. Structures, 32, 2279–2292. https://doi.org/10.1016/j.istruc.2021.04.01810.1016/j.istruc.2021.04.018 ↗
42. Wang, X., Liu, Y., Yang, F., Lu, Y., & Li, X. (2019). Effect of concrete cover on the bond-slip behavior between steel section and concrete in SRC structures. Construction and Building Materials, 229, 116855. https://doi.org/10.1016/j.conbuildmat.2019.11685510.1016/j.conbuildmat.2019.116855 ↗
43. Wang, F. C., Wu, X. M., Guo, C., & Song, W. (2018). Experimental study on bond strength of deformed steel bars in recycled glass aggregate concrete. KSCE Journal of Civil Engineering, 22(9), 3409–3418. https://doi.org/10.1007/s12205-018-0051-510.1007/s12205-018-0051-5 ↗
44. Wang, J. Z., Yang, L., & Yang, J. L. (2020). Bond behavior of epoxy-coated reinforcing bars with seawater sea-sand concrete. Aci Structural Journal, 117(4), 193–208. https://doi.org/10.14359/5172351010.14359/51723510 ↗
45. Wardeh, G., Ghorbel, E., Gomart, H., & Fiorio, B. (2017). Experimental and analytical study of bond behavior between recycled aggregate concrete and steel bars using a pullout test. Structural Concrete, 18(5), 811–825. https://doi.org/10.1002/suco.20160015510.1002/suco.201600155 ↗
46. Wu, Y.-F., & Zhao, X.-M. (2013). Unified bond stress-slip model for reinforced concrete. Journal of Structural Engineering, 139(11), 1951–1962. https://doi.org/10.1061/(asce)st.1943-541x.000074710.1061/(asce)st.1943-541x.0000747 ↗
47. Xiao, J. Z., & Falkner, H. (2007). Bond behaviour between recycled aggregate concrete and steel rebars. Construction and Building Materials, 21(2), 395–401. https://doi.org/10.1016/j.conbuildmat.2005.08.00810.1016/j.conbuildmat.2005.08.008 ↗
48. Xing, G. H., Zhou, C., Wu, T., & Liu, B. Q. (2015). Experimental study on bond behavior between plain reinforcing bars and concrete. Advances in Materials Science and Engineering, 2015, 9. https://doi.org/10.1155/2015/60428010.1155/2015/604280 ↗
49. Yang, H., Deng, Z., Qin, Y., & Lv, L. (2015). A study on the bond behavior of corroded reinforced concrete containing recycled aggregates. Advances in Materials Science and Engineering, 2015, 1–9. https://doi.org/10.1155/2015/24930110.1155/2015/249301 ↗
50. Yeih, W., Huang, R., Chang, J. J., & Yang, C. C. (1997). A pullout test for determining interface properties between rebar and concrete. Advanced Cement Based Materials, 5(2), 57–65. https://doi.org/10.1016/s1065-7355(96)00004-110.1016/s1065-7355(96)00004-1 ↗
51. Zhang, C., Chun, Q., Jin, H., Zhang, S., & Lin, Y. (2021). Experimental and numerical research on the bond-slip behavior of square-rebar reinforced concrete during the republic of China (1912–1949). Structural Concrete, 22(2), 871–893. https://doi.org/10.1002/suco.20200039310.1002/suco.202000393 ↗
52. Zhang, S., Fan, Y., Jia, Z., & Ren, J. (2021). Effect of nano-kaolinite clay on rebar corrosion and bond behavior between rebar and concrete. Journal of Materials in Civil Engineering. https://doi.org/10.1061/(asce)mt.1943-5533.000352910.1061/(asce)mt.1943-5533.0003529 ↗
53. Zhang, J., He, T., & Suvrit Sra, A. J. (2020b). "Why gradient clipping accelerates training: A theoretical justification for adaptivity." arXiv e-prints, arXiv:1905.11881v11882.
54. Zhang, B., Zhu, H., Chen, J., & Yang, O. (2020). Influence of specimen dimensions and reinforcement corrosion on bond performance of steel bars in concrete. Advances in Structural Engineering, 23(9), 1759–1771. https://doi.org/10.1177/136943321990068210.1177/1369433219900682 ↗
55. Zhou, Q. S., Lu, C. F., Wang, W., Wei, S. H., & Xi, B. F. (2020). Effect of fly ash and corrosion on bond behavior in reinforced concrete. Structural Concrete, 21(5), 1839–1852. https://doi.org/10.1002/suco.20190026410.1002/suco.201900264 ↗
56. Zhou, Z. D., & Qiao, P. Z. (2018). Bond behavior of epoxy-coated rebar in ultra-high performance concrete. Construction and Building Materials, 182, 406–417. https://doi.org/10.1016/j.conbuildmat.2018.06.11310.1016/j.conbuildmat.2018.06.113 ↗
57. Zhou, Y., Zheng, S., Huang, Z., Sui, L., & Chen, Y. (2020). Explicit neural network model for predicting FRP-concrete interfacial bond strength based on a large database. Composite Structures. https://doi.org/10.1016/j.compstruct.2020.11199810.1016/j.compstruct.2020.111998 ↗