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Study on eccentric compression performance of carbon fiber reinforced concrete columns based on machine learning

Published:16 April 2024Publication History

ABSTRACT

The CFRP (Carbon Fiber Reinforced Polymer Composites) reinforced concrete columns have different characteristics, and the stress analysis under load is complex, which makes it difficult to establish a theoretical model. In recent years, machine learning has been widely applied in the field of civil engineering to solve nonlinear problems. This article first used experimental data from 91 groups of related literature to train four machine learning models, namely BPNN, POS-BPNN, SVM, and RFR, In the test set, BPNN, PSO-BPNN, SVM, RFR fitting precision were 0.8295, 0.9747, 0.9667, 0.7634, and it was found that machine learning can better predict the mechanical performance of CFRP reinforced concrete columns under eccentric compression. Then, the feasibility of four types of machine learning in predicting the eccentric compression performance of CFRP reinforced concrete columns was evaluated by evaluating the relationship between predicted and measured values. Finally, the main factors affecting the eccentric bearing capacity of CFRP reinforced concrete columns are ranked, and four models are used to predict the data in reference [4].

References

  1. Lu Z D, Xie Q, Jiang A Q. Experimental study on reinforced concrete eccentric columns reinforced with carbon fiber cloth[J]. Architectural Structure, 2005, (03): 36-38. DOI:10.19701/j.jzjg.2005.03.010.Google ScholarGoogle ScholarCross RefCross Ref
  2. Guo Y D, Liu Y Z, Wang W J, & Qin X C. Prediction of compressive strength of regenerative insulation concrete based on bp neural network[J]. Concrete, 2018, (10): 33-35+39..Google ScholarGoogle Scholar
  3. Hou C, & Zhou X G. Prediction of bias bearing capacity of rectangular concretefilled steel tubular columns based on machine learning[J]. Journal of Building and Structure, 2022, 43 (S1): 155-166. DOI:10.14006/j.jzjgxb.2022.S1.0017.Google ScholarGoogle ScholarCross RefCross Ref
  4. Miao J J, Bi W P, Liu Y C, Liu J M & Hao Y. Experimental study and finite element analysis of partial pressure of full-size concrete column reinforced by carbon fiber sheet[J]. Journal of building structures, 2010, 31 (S2): 232-237. DOI:10.14006/j.jzjgxb.2010.s2.023Google ScholarGoogle ScholarCross RefCross Ref
  5. Yang Z G. Experimental study on mechanical properties of concrete eccentric compression columns reinforced with FRP [J]. Journal of Zhengzhou University (Engineering Edition), 2010, 31 (05): 86-89.Google ScholarGoogle Scholar
  6. Hadi M N S. Behaviour of eccentric loading of FRP confined fibre steel reinforced concrete columns [J]. Construction & Building Materials, 2009, 23(2): 1102-1108. DOI:10.1016/j.conbuildmat.2008.05.024. James W. Demmel, Yozo Hida, William Kahan, Xiaoye S. Li, Soni Mukherjee, and Jason Riedy. 2005. Error Bounds from Extra Precise Iterative Refinement. Technical Report No. UCB/CSD-04-1344. University of California, Berkeley.Google ScholarGoogle ScholarCross RefCross Ref
  7. Omar, Chaallal, Mohsen, Performance of Fiber - Reinforced Polymer - Wrapped Reinforced Concrete Column under Combined Axial - Flexural Loading [J]. Aci Structural Journal, 2000. DOI:10.1046/j.0014-2956.2001.02459.x.Google ScholarGoogle ScholarCross RefCross Ref

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    • Published in

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      ICMLCA '23: Proceedings of the 2023 4th International Conference on Machine Learning and Computer Application
      October 2023
      1065 pages
      ISBN:9798400709449
      DOI:10.1145/3650215

      Copyright © 2023 ACM

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      Publication History

      • Published: 16 April 2024

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