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Plastic damage prediction of concrete under compression based on deep learning

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Abstract

Diverse loads frequently damage concrete when it is in use. However, it might be challenging to immediately identify the stress and damage of concrete in actual engineering situations. In order to predict the stress and damage of concrete, a deep learning (DL) model based on the convolutional neural network (CNN) is proposed in this paper. To provide the training and validation data, a finite element (FE) model of uniaxial compression of concrete specimens based on the concrete damage-plasticity (CDP) model is constructed. The DL model is trained with the strain contours with a specified range provided by the FE model as the inputs and the stress and damage assessment of concrete as the outputs. The prediction of the stress and damage of concrete materials was effectively realized by the trained DL model, and it was verified in a larger range of working conditions distinct from the training and verification sets. The results show that the DL algorithm has good accuracy and reliability. By efficiently and correctly recreating the FE prediction results, the DL model offers a method for promptly evaluating the stress and damage of concrete structures under complicated stress circumstances in actual engineering.

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References

  1. Zhu, H.P., Xu, W.S., Chen, X.Q., Xia, Y.: Quantitative concrete-damage evaluation by acoustic emission information and rate-process theory. Eng. Mech. 011, 86–91 (2008). (in Chinese)

    Google Scholar 

  2. Wang, Y.S., Luo, Q.T., Xie, H., Li, Q., Sun, G.Y.: Digital image correlation (DIC) based damage detection for CFRP laminates by using machine learning based image semantic segmentation. Int. J. Mech. Sci. 230(5), 107529 (2022)

    Article  Google Scholar 

  3. Zou, Q., Zhang, Z., Li, Q.Q., Qi, X.B., Wang, Q.: Deepcrack: learning hierarchical convolutional features for crack detection. IEEE Trans. Image Process. 28(3), 1498–1512 (2018)

    Article  MathSciNet  Google Scholar 

  4. Yann, L.C., Léon, B., Yoshua, B., Patrick, H.: Gradient-based learning applied to document recognition. Proc. IEEE 86(11), 2278–2324 (1998)

    Article  Google Scholar 

  5. Cha, Y.J., Choi, W., Büyüköztürk, O.: Deep learning-based crack damage detection using convolutional neural networks. Comput. Aided Civ. Infrastruct. Eng. 32(5), 361–378 (2017)

    Article  Google Scholar 

  6. Deng, F.M., He, Y.G., Zhou, S.X., Yu, Y., Cheng, H.G., Wu, X.: Compressive strength prediction of recycled concrete based on deep learning. Constr. Build. Mater. 175, 562–569 (2018). (in Chinese)

    Article  Google Scholar 

  7. Han, G., Kim, Y.M., Kim, H., Oh, T.M., Song, K.I., Kim, A., Kim, Y., Cho, Y., Kwon, T.H.: Auto-detection of acoustic emission signals from cracking of concrete structures using convolutional neural networks: upscaling from specimen. Expert Syst. Appl. 186, 115863 (2021)

    Article  Google Scholar 

  8. Minh, H.L., Khatir, S., Wahab, M.A., Cuong-Le, T.: A concrete damaged plasticity model for predicting the effects of compressive high-strength concrete under static and dynamic loading. J. Build. Eng. 44(2), 103239 (2021)

    Article  Google Scholar 

  9. Ayhan, B., Lale, E.: Modeling strain rate effect on tensile strength of concrete using damage plasticity model. Int. J. Impact Eng 162(4), 104132 (2021)

    Google Scholar 

  10. Lubliner, J., Oliver, J., Oller, S., Onate, E.: A plastic-damage model for concrete. Int. J. Solids Struct. 25(3), 299–326 (1989)

    Article  Google Scholar 

  11. Lee, J.H., Fenves, G.L.: Plastic damage model for cyclic loading of concrete structures. J. Eng. Mech. 124(8), 892–900 (1998)

    Article  Google Scholar 

  12. Shi, X.Y., Yao, Y., Wang, L., Zhang, C.: The influence of CDP model paeameters based on the numerical simulation of uniaxial loading test. Building Structure. 51(S02), 999–1007 (2021). (in Chinese)

    Google Scholar 

  13. Long, X., Lee, C.K.: Modelling of two dimensional reinforced concrete beam-column joints subjected to monotonic loading. Adv. Struct. Eng. 18(9), 1461–1474 (2015)

    Article  Google Scholar 

  14. Krajcinovic, D., Fonseka, G.U.: The continuous damage theory of brittle materials, part 1: general theory. J. Appl. Mech. 48(4), 809–815 (1981)

    Article  Google Scholar 

  15. Qin, H., Zhao, X.Z.: Study on the ABAQUS damage parameter in the concrete damage plasticity model. Struct. Eng. 29(06), 27–32 (2013)

    Google Scholar 

  16. Wang, Z.Q., Yu, Z.W.: Concrete damage model based on energy loss. J. Build. Mater. 7(4), 365–369 (2004). (in Chinese)

    Article  Google Scholar 

  17. Sidorroff, F.: Description of anisotropic damage application to elasticity, pp. 237–244. Springer, Berlin, Heidelberg (1981)

    Google Scholar 

  18. Birtel, V.A.M.P., Mark, P.: Parameterised finite element modelling of RC beam shear failure. 122919102 (2006)

  19. Hl, A., Sk, B., Mawc, D., Cl, A.: A concrete damaged plasticity model for predicting the effects of compressive high-strength concrete under static and dynamic loading. J. Build. Engineering. 44(2), 103239 (2021)

    Google Scholar 

  20. Li, X.X.: Parametric study on numerical simulation of missile punching test using concrete damaged plasticity (CDP) model. Int. J. Impact Eng 144, 103652 (2020)

    Article  Google Scholar 

  21. Wosatko, A., Winnicki, A., Polak, M.: Role of dilatancy angle in plasticity-based models of concrete. Arch. Civ. Mech. Eng. 191, 268–283 (2019)

    Google Scholar 

  22. Rewers, I.: Numerical analysis of RC beam with high strength steel reinforcement using CDP model. IOP Confer. Ser. Mater. Sci. Eng. 471, 22–25 (2019)

    Google Scholar 

  23. Earij, A., Alfano, G., Cashell, G., Zhou, X.: Nonlinear three–dimensional finite–element modelling of reinforced–concrete beams: computational challenges and experimental validation. Eng. Fail. Anal. 82, 92–115 (2017)

    Article  Google Scholar 

  24. Guo, Y.B., Gao, G.F., Jing, L., Shim, V.: Response of high-strength concrete to dynamic compressive loading. Int. J. Impact Eng 108(1), 114–135 (2017)

    Article  Google Scholar 

  25. Lim, J.C., Ozbakkaloglu, T., Gholampour, A., Bennett, T., Sadeghi, R.: Finite-element modeling of actively confined normal-strength and highstrength concrete under uniaxial, biaxial, and triaxial compression. ASCE J. Struct. Eng. 142(11), 04016113 (2016)

    Article  Google Scholar 

  26. Michał, S., Andrzej, W.: Calibration of the CDP model parameters in Abaqus, In: The 2015 World Congress on Advances in Structural Engineering and Mechanics, pp. 25–29 (2015)

  27. Sümer, Y., Aktaş, M.: Defining parameters for concrete damage plasticity model. Chall. J. Struct. Mech. 1, 149–155 (2015)

    Google Scholar 

  28. Al-Zuhairi, A.H., Al-Ahmed, A.H., Abdulhameed, A.A., Hanoon, A.N.: Calibration of a new concrete damage plasticity theoretical model based on experimental parameters. Civ. Eng. J. 8, 225–237 (2022)

    Article  Google Scholar 

  29. Daa, B., Fang, M.A., Yh, A., Jw, A.: Automated identification of compressive stress and damage in concrete specimen using convolutional neural network learned electromechanical admittance. Eng. Struct. 259(1), 114176 (2022)

    Google Scholar 

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Acknowledgements

This work was supported by the National Natural Science Foundation of China (No. 52175148), Shock and Vibration of Engineering Materials and Structures Key Laboratory of Sichuan Province (No. 22kfgk04), the National Key Laboratory Foundation 2022-JCJQ-LB-006 (No. 6142411232212), and the Regional Collaboration Project of Shanxi Province (No. 2022104041101122). The authors thank Mr. Xiangshen Song and Mr. Minghui Mao for their invaluable insights and significant contributions.

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Correspondence to Yutai Su or Xu Long.

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Niu, Y., Wang, W., Su, Y. et al. Plastic damage prediction of concrete under compression based on deep learning. Acta Mech 235, 255–266 (2024). https://doi.org/10.1007/s00707-023-03743-8

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