Similarity analysis of chloride transport behavior in fly ash concrete under different environments aiding by machine learning method
Source abstract
Abstract
To forecast chloride transport in site by applying accelerated test results, it is necessary to investigate the similarity of chloride diffusivity under different environments. However, limited by test period and cost expenses, a large amount of tests in field and simulated environment are hard to conduct, and a limit test data will make prediction on chloride diffusivity of concrete less precise. To solve this problem, machine learning methods are explored to predict chloride transport. Based on the existing chloride concentration test data of fly ash concrete in natural and accelerated simulated environment, this paper establishes a chloride concentration predictive model based on the one-dimensional convolutional neural network (1D-CNN) method at first, and verifies the stability and accuracy of the established model. Second, similarity models for concentration ratio and diffusion time ratio based on multivariate nonlinear model and based on theoretical Fick’s second law are constructed, and the model accuracy is also tested. Finally, the chloride concentration data predicted by the 1D-CNN model is applied to the constructed similarity models respectively, and the application results are compared and analyzed to determine the optimal similarity model. Results indicate that the concentration predicted by the 1D-CNN method has a strong robustness and a small prediction error. Besides, based on multivariate nonlinear model, the error of concentration predicted by the similarity models for concentration ratio and diffusion time ratio is less than 16% and 30%, respectively. Similarly, according to the theoretical model based on Fick’s second law, the error of concentration predicted by the similarity models for concentration ratio based on the time dependent chloride diffusion coefficient and time dependent peak chloride concentration is less than 21% and 36%, respectively. The similarity model for concentration ratio based on multivariate nonlinear model has the best prediction effect.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete and Cement Materials Research · Concrete Corrosion and Durability · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (43)
Show source-provided references
1. Bertolini · 2013 · 4113
2. Influence of silica fume and flyash on chloride diffusion and pH values in cement paste10.1016/0008-8846(87)90066-4 ↗
3. The binding of chloride ions by pozzolanic product in fly ash cement blends10.1680/adcr.1989.2.7.121 ↗
4. Fly ash effects: III. The microaggregate effect of fly ash10.1016/j.cemconres.2003.03.002 ↗
5. Analysis of chloride threshold from laboratory and field experiments in marine atmosphere zone10.1016/j.conbuildmat.2014.01.052 ↗
6. Chloride ingress data from field and laboratory exposure - Influence of salinity and temperature10.1016/j.cemconcomp.2006.08.004 ↗
7. Similarities in accelerated chloride ion transport tests for concrete in tidal zones
8. Time-dependent characteristic and similarity of chloride diffusivity in concrete10.1680/jmacr.17.00101 ↗
9. Time dependence and similarity analysis of peak value of chloride concentration of concrete under the simulated chloride environment10.1016/j.conbuildmat.2018.06.030 ↗
10. Time dependency and similarity of decay process of chloride diffusion in concrete under simulated marine tidal environment10.1016/j.conbuildmat.2019.02.016 ↗
11. On the applicability of Fick's second law to chloride ion migration through portland cement concrete10.1016/0008-8846(95)00013-5 ↗
12. Study on carbonation model for fly ash concrete based on multivariate nonlinear analysis
13. Prediction of surface chloride concentration of marine concrete using ensemble machine learning10.1016/j.cemconres.2020.106164 ↗
14. Prediction of chloride diffusivity in concrete using artificial neural network: modelling and performance evaluation
15. Prediction of chloride diffusion in cement mortar using multi-gene genetic programming and multivariate adaptive regression splines10.1016/j.measurement.2017.08.031 ↗
16. Prediction of chloride content in concrete using ANN and CART10.1680/jmacr.15.00261 ↗
17. Developing a sustainable concrete incorporating bentonite clay and silica fume: mechanical and durability performance10.1016/j.jclepro.2021.130315 ↗
18. Prediction of chloride diffusion coefficient in concrete based on machine learning and virtual sample algorithm10.3390/su152416896 ↗
19. Sustainable utilization of foundry waste: forecasting mechanical properties of foundry sand based concrete using multi-expression programming10.1016/j.scitotenv.2021.146524 ↗
20. Time-dependent similarity and micro-mechanism of chloride diffusivity of fly ash concrete in different environments10.1680/jmacr.22.00236 ↗
21. Prediction of compressive strength of concrete: a critical comparison of performance of a hybrid machine learning model with standalone models10.1061/(ASCE)MT.1943-5533.0002902 ↗
22. An ensemble machine learning approach for prediction and optimization of modulus of elasticity of recycled aggregate concrete10.1016/j.conbuildmat.2020.118271 ↗
23. Prediction of chloride concentration in fly ash concrete based on one-dimensional convolutional neural network
24. Predicting the chloride penetration of fly ash concrete in seawater10.1016/j.marstruc.2008.12.001 ↗
25. Durability of steel reinforced concrete in chloride environments: an overview10.1016/j.conbuildmat.2011.12.038 ↗
26. Prediction of long term chloride concentration in concrete10.1007/BF02473426 ↗
27. Improved model for surface chloride concentration of concrete in marine tidal and splash zones (in Chinese)
28. Time dependent models of apparent diffusion coefficient and surface chloride for chloride transport in fly ash concrete10.1016/j.conbuildmat.2012.08.041 ↗
29. Factors influencing chloride transport in concrete structures exposed to marine environments10.1016/j.cemconcomp.2007.09.005 ↗
30. Chloride-induced corrosion of reinforced concrete bridge decks10.1016/S0008-8846(01)00644-5 ↗
31. Chloride penetration into concrete in marine environment-Part II: prediction of long-term chloride penetration10.1007/BF02479627 ↗
32. A review of the main factors affecting surface chloride concentration in concrete (in Chinese)
33. Life-365. Service Life Prediction Model and Computer Program for Predicting the Service Life and Life-cycle Cost of Reinforced Concrete Exposed to Chlorides[M]. Washington DC: SFA, 2012.
34. Effect of fly ash on surface chloride concentration in concrete (in Chinese)
35. Effect of fly ash on chloride ion concentration on hardened paste surface
36. BE95-1347. DuraCrete-General Guidelines for Durability Design and Redesign [M]. The European Union - Brite EuRam Ⅲ. 2000.
37. Accelerated simulation of chloride ingress into concrete under drying–wetting alternation condition chloride environment10.1016/j.conbuildmat.2015.05.090 ↗
38. An overview and sensitivity study of a multimechanistic chloride transport model - Effect of fly ash and slag10.1016/S0008-8846(99)00045-9 ↗
39. Comite Euro-International du Beton. CEB-FIP Model Code 1990: Design code[S]. London: Thomas Telford; 1993.
40. Predicting the service life of concrete marine structures: an environmental methodology
41. Calculation method of chloride diffusion in concrete considering time-varying factors (in Chinese)
42. Consistent models for estimating chloride ingress parameters in fly ash concrete10.1016/j.jobe.2015.04.009 ↗
43. The importance of chloride content at the concrete surface in assessing the time to corrosion of steel in concrete structures10.1016/j.conbuildmat.2007.12.014 ↗