Journal of Applied Science and Engineering

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Pan JIANG1This email address is being protected from spambots. You need JavaScript enabled to view it. and Nan GE2

1Department of Civil Engineering, Hebei University of Water Resources and Electric Engineering, Cangzhou 061001, China

2College of Civil and Architectural Engineering, North China University of Science and Technology, Tangshan 063210, China


 

 

Received: July 13, 2023
Accepted: December 10, 2023
Publication Date: February 21, 2024

 Copyright The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.


Download Citation: ||https://doi.org/10.6180/jase.202412_27(12).0005  


Regression techniques were developed to determine the concrete initial (Gf) and total (GF) fracture energy based on prior data using mechanical features and mixed design elements. There were 264 samples retrieved from prior investigations in all. Research contributes to the field by improving the accuracy of predicting concrete fracture energy, offering a methodology for optimizing hyperparameters, and providing a model comparison that demonstrates the practical value of the new approach. These findings can benefit the construction and engineering industries by enhancing the accuracy of material property predictions and improving the quality and safety of constructed structures. This study merged support vector regression (SVR) assessment with arithmetic optimization algorithm (AOA) and whale optimization algorithm (WOA) to predict the Gf and GFF of concrete. The aim of combining the optimization algorithms with SVR analysis was to determine the optimal values of hyperparameters that play pivotal role in developed models’ accuracy. The computation and analysis for Gf and GF using five criteria shows that optimized SVR-AOA and SVR-WOA analyses can do admirably well throughout the forecasting model. When the outperforming SVR analysis was compared to the library, it was discovered that the newly constructed SVR-AOA also present a small raise in accuracy, with modification in all metrics. In conclusion, while the SVR-WOA demonstrates its effectiveness in the forecasting outline, the SVR-AOA analysis appears to be a reliable approach for determining accurate Gf values R2train=0.921, and R2test=0.9853 and GF values R2train=0.9281, and R2test=0.9236, as supported by the arguments and feasibility of the models.


Keywords: Concrete; Fracture energy; Support vector regression; Optimization algorithms


  1. [1] R. Ince, (2012) “Determination of concrete fracture parameters based on peak-load method with diagonal splittension cubes" Engineering Fracture Mechanics 82: 100–114.
  2. [2] S. Dehghan, “Comparison of seismic behavior factors for reinforced concrete (RC) special moment resisting frames (SMRFs) in Iran in low-, mid-, and high-rise buildings based on Iranian seismic standard 2800 and ASCE":
  3. [3] Z. P. Bažant and E. Becq-Giraudon, (2002) “Statistical prediction of fracture parameters of concrete and implications for choice of testing standard" Cement and concrete research 32: 529–556.
  4. [4] M. F. Kaplan. “Crack propagation and the fracture of concrete”. In: 58. 1961, 591–610.
  5. [5] C. E. Kesler, D. J. Naus, and J. L. Lott. “Fracture mechanics-its applicability to concrete”. In: 1972.
  6. [6] A. Hillerborg, M. Modéer, and P.-E. Petersson, (1976) “Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements" Cement and concrete research 6: 773–781.
  7. [7] Y. Jenq and S. P. Shah, (1985) “Two parameter fracture model for concrete" Journal of engineering mechanics 111: 1227–1241.
  8. [8] G. V. Guinea, J. Planas, and M. Elices, (1992) “Measurement of the fracture energy using three-point bend tests: Part 1—Influence of experimental procedures" Materials and Structures 25: 212–218.
  9. [9] N. Trivedi, R. K. Singh, and J. Chattopadhyay, (2015) “Investigation on fracture parameters of concrete through optical crack profile and size effect studies" Engineering Fracture Mechanics 147: 119–139.
  10. [10] J. Planas, M. Elices, and G. V. Guinea, (1992) “Measurement of the fracture energy using three-point bend tests: Part 2—Influence of bulk energy dissipation" Materials and Structures 25: 305–312.
  11. [11] R. A. Einsfeld and M. S. L. Velasco, (2006) “Fracture parameters for high-performance concrete" Cement and Concrete Research 36: 576–583.
  12. [12] Y. Dawei, Z. Bing, G. Bingbing, G. Xibo, and B. Razzaghzadeh, (2023) “Predicting the CPT-based pile set-up parameters using HHO-RF and PSO-RF hybrid models" Structural Engineering and Mechanics 86: 673–686.
  13. [13] G. Moradi, E. Hassankhani, and A. M. Halabian, (2022) “Experimental and numerical analyses of buried box culverts in trenches using geofoam" Proceedings of the Institution of Civil Engineers-Geotechnical Engineering 175: 311–322.
  14. [14] B. Bayrami, (2022) “Estimation of splitting tensile strength of modified recycled aggregate concrete using hybrid algorithms" Available at SSRN 3992623:
  15. [15] R. S. Benemaran and M. Esmaeili-Falak, (2023) “Predicting the Young’s modulus of frozen sand using machine learning approaches: State-of-the-art review" Geomechanics and Engineering 34: 507–527.
  16. [16] M. K. Amiri, S. P. G. Zaferani, M. R. S. Emami, S. Zahmatkesh, R. Pourhanasa, S. S. Namaghi, J. J. Klemeš, A. Bokhari, and M. Hajiaghaei-Keshteli, (2023) “Multi-objective optimization of thermophysical properties GO powders-DW/EG Nf by RSM, NSGA-II, ANN, MLP and ML" Energy: 128176.
  17. [17] M. Esmaeili-Falak and R. S. Benemaran, (2023) “Ensemble deep learning-based models to predict the resilient modulus of modified base materials subjected to wet-dry cycles" Geomechanics and Engineering 32: 583–600.
  18. [18] A. R. Nasab and H. Elzarka, (2023) “Optimizing Machine Learning Algorithms for Improving Prediction of Bridge Deck Deterioration: A Case Study of Ohio Bridges" Buildings 13: 1517.
  19. [19] R. S. Benemaran, M. Esmaeili-Falak, and A. Javadi, (2022) “Predicting resilient modulus of flexible pavement foundation using extreme gradient boosting based optimised models" International Journal of Pavement Engineering: 1–20.
  20. [20] X. Shi, X. Yu, and M. Esmaeili-Falak, (2023) “Improved arithmetic optimization algorithm and its application to carbon fiber reinforced polymer-steel bond strength estimation" Composite Structures 306: 116599.
  21. [21] R. S. Benemaran, (2023) “Application of extreme gradient boosting method for evaluating the properties of episodic failure of borehole breakout" Geoenergy Science and Engineering 226: 211837.
  22. [22] S. Roudini, L. C. Murdoch, M. Shojaei, and S. DeWolf, (2023) “Proxy-based Bayesian inversion of strain tensor data measured during well tests" Geomechanics for Energy and the Environment 36: 100506.
  23. [23] M. Esmaeili-Falak, H. Katebi, M. Vadiati, and J. Adamowski, (2019) “Predicting triaxial compressive strength and Young’s modulus of frozen sand using artificial intelligence methods" Journal of Cold Regions Engineering 33: 04019007.
  24. [24] M. Khorshidi, A. Goli, M. Oreškovi´c, K. Khayambashi, and M. Ameri, (2023) “Performance evaluation of asphalt mixtures containing different proportions of alternative materials" Sustainability 15: 13314.
  25. [25] E. Tabasi, B. Jahangiri, and F. Kooban, (0) “Effect of temperature profile on dynamic behaviour of asphalt pavements under moving loads" Proceedings of the Institution of Civil Engineers - Construction Materials 0(0): 1–16. DOI: 10.1680/jcoma.22.00116.
  26. [26] I. Afshoon, M. Miri, and S. R. Mousavi, (2021) “Combining Kriging meta models with U-function and KMeans clustering for prediction of fracture energy of concrete" Journal of Building Engineering 35: 102050.
  27. [27] Z. Wang, (2023) “Integrated and optimized SVR analysis: Assessment of the preliminary and entire fracture energy of concrete" Journal of Intelligent & Fuzzy Systems: 1–18.
  28. [28] M. J. G. Rad, S. Ohadi, J. Jafari-Asl, A. Vatani, S. A. Ahmadabadi, and J. A. F. O. Correia. “GNDOSVR: An efficient surrogate modeling approach for reliability-based design optimization of concrete dams”. In: 35. Elsevier, 2022, 722–733.
  29. [29] K. Khan, M. Iqbal, R. Biswas, M. N. Amin, S. Ali, J. Gudainiyan, A. A. Alabdullah, and A. M. A. Arab, (2022) “A Hybrid SVR-Based Prediction Model for the Interfacial Bond Strength of Externally Bonded FRP Laminates on Grooves with Concrete Prisms" Polymers 14: 3097.
  30. [30] H. U. Ahmed, R. R. Mostafa, A. Mohammed, P. Sihag, and A. Qadir, (2023) “Support vector regression (SVR) and grey wolf optimization (GWO) to predict the compressive strength of GGBFS-based geopolymer concrete" Neural Computing and Applications 35: 2909–2926.
  31. [31] C. Fan, Y. Zheng, S. Wang, and J. Ma, (2023) “Prediction of bond strength of reinforced concrete structures based on feature selection and GWO-SVR model" Construction and Building Materials 400: 132602.
  32. [32] M. S. Alam, N. Sultana, and S. M. Z. Hossain, (2021) “Bayesian optimization algorithm based support vector regression analysis for estimation of shear capacity of FRP reinforced concrete members" Applied Soft Computing 105: 107281.
  33. [33] M. R. Kaloop, B. Roy, K. Chaurasia, S.-M. Kim, H.-M. Jang, J.-W. Hu, and B. S. Abdelwahed, (2022) “Shear strength estimation of reinforced concrete deep beams using a novel hybrid metaheuristic optimized SVR models" Sustainability 14: 5238.
  34. [34] Y. Peng and C. Unluer, (2023) “Modeling the mechanical properties of recycled aggregate concrete using hybrid machine learning algorithms" Resources, Conservation and Recycling 190: 106812.
  35. [35] S. S. Zadeh, N. Joushideh, B. Bahrami, and S. Niyafard, (2023) “A review on concrete recycling" World Journal of Advanced Research and Reviews 19: 784– 793.
  36. [36] C. E.-I. du Béton. CEB-FIP model code 1990: Design code. Thomas Telford Publishing, 1993.
  37. [37] C. F. Code, (2010) “model (2010) Fib model code for concrete structures 2010" Doc Competence Cent Siegmar Kästl eK, Ger:
  38. [38] J. C. Committee, (2007) “Standard Specifications for Concrete Structures—2007" Japan Society of Civil Engineers: Tokyo, Japan:
  39. [39] M. Khorshidi, M. Ameri, and A. Goli, (2023) “Cracking performance evaluation and modelling of RAP mixtures containing different recycled materials using deep neural network model" Road Materials and Pavement Design: 1–20.
  40. [40] M. H. Basiri, F. Javadnejad, and A. Saeidi. “Forecasting crude oil price with an artificial neural network model based on a regular pattern for selecting training and testing sets using dynamic command-line functions”. In: 2015.
  41. [41] M. Malmir, H. Momeni, and A. Ramezani. “Controlling megawatt class WECS by ANFIS network trained with modified genetic algorithm”. In: IEEE, 2019, 939–943.
  42. [42] X. Wang, H. A. Saifullah, H. Nishikawa, and K. Nakarai, (2020) “Effect of water–cement ratio, aggregate type, and curing temperature on the fracture energy of concrete" Construction and Building Materials 259: 119646.
  43. [43] D. Darwin, S. Barham, R. Kozul, and S. Luan. “Fracture energy of high-strength concrete”. In: American Concrete Institute, 2001.
  44. [44] F. H. Wittmann, P. E. Roelfstra, H. Mihashi, Y.-Y. Huang, X.-H. Zhang, and N. Nomura, (1987) “Influence of age of loading, water-cement ratio and rate of loading on fracture energy of concrete" Materials and structures 20: 103–110.
  45. [45] T.-P. Chang and M.-M. Shieh, (1996) “Fracture properties of lightweight concrete" Cement and concrete research 26: 181–188.
  46. [46] K. M. El-Sayed, G. V. Guinea, C. Rocco, J. Planas, and M. Elices. “Influence of aggregate shape on the fracture behaviour of concrete, Fracture Mechanics of Concrete Structures”. In: 1998.
  47. [47] R. Gettu, Z. P. Bazant, and M. E. Karr, (1990) “Fracture properties and brittleness of high-strength concrete." ACI Materials Journal 87: 608–618.
  48. [48] M. Hassanzadeh, (1998) “The influence of the type of coarse aggregates on the fracture mechanical properties of high-strength concrete" AEDIFICATIO Publishers, Fracture Mechanics of Concrete Structures, 1: 161–170.
  49. [49] H. K. Hilsdorf and W. Brameshuber. Size effects in the experimental determination of fracture mechanics parameters. 1985.
  50. [50] Y. S. Jenq and S. P. Shah, (1985) “A fracture toughness criterion for concrete" Engineering fracture mechanics 21: 1055–1069.
  51. [51] R. John and S. P. Shah. EFFECT OF HIGH STRENGTH AND RATE OF LOADING ON FRACTURE PARAMETERS OF CONCRETE. 1987.
  52. [52] B. L. Karihaloo and P. Nallathambi, (1989) “Fracture toughness of plain concrete from three-point bend specimens" Materials and structures 22: 185–193.
  53. [53] L. J. Malvar and G. E. Warren, (1988) “Fracture energy for three-point-bend tests on single-edge-notched beams" Experimental Mechanics 28: 266–272.
  54. [54] S. Mindess, (1984) “The effect of specimen size on the fracture energy of concrete" Cement and Concrete Research 14: 431–436.
  55. [55] P.-E. Petersson. Crack growth and development of fracture zones in plain concrete and similar materials. 1981.
  56. [56] C. Sok, J. Baron, and D. Francois, (1979) “Mecanique de la rupture appliquee au beton hydraulique" Cement and Concrete Research 9: 641–648.
  57. [57] P. C. Strange and A. H. Bryant, (1979) “Experimental tests on concrete fracture" Journal of the Engineering Mechanics Division 105: 337–342.
  58. [58] T. Tang, C. Ouyang, and S. P. Shah, (1996) “Simple method for determining material fracture parameters from peak loads" Materials Journal 93: 147–157.
  59. [59] A. Ghaemmaghami and M. Ghaemian, (2006) “Largescale testing on specific fracture energy determination of dam concrete" International Journal of Fracture 141: 247–254.
  60. [60] W. C. Tang and T. Y. Lo, (2009) “Mechanical and fracture properties of normal-and high-strength concretes with fly ash after exposure to high temperatures" Magazine of Concrete Research 61: 323–330.
  61. [61] S. P. Shah, C. Ouyang, S. Marikunte, W. Yang, and E. Becq-Giraudon, (1998) “A method to predict shrinkage cracking of concrete" Materials Journal 95: 339–346.
  62. [62] B. H. Bharatkumar, B. K. Raghuprasad, D. S. Ramachandramurthy, R. Narayanan, and S. Gopalakrishnan, (2005) “Effect of fly ash and slag on the fracture characteristics of high performance concrete" Materials and Structures 38: 63–72.


    



 

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