Computers and Concrete

Techno-Press (테크노프레스)
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In-situ stresses ring hole measurement of concrete optimized based on finite element and GBDT algorithm

  • Chen Guo (School of Human Settlements and Civil Engineering, Xi'an Jiaotong University) ;
  • Zheng Yang (School of Human Settlements and Civil Engineering, Xi'an Jiaotong University) ;
  • Yanchao Yue (School of Human Settlements and Civil Engineering, Xi'an Jiaotong University) ;
  • Wenxiao Li (School of Human Settlements and Civil Engineering, Xi'an Jiaotong University) ;
  • Hantao Wu (School of Human Settlements and Civil Engineering, Xi'an Jiaotong University)
  • Received : 2024.01.01
  • Accepted : 2024.03.11
  • Published : 2024.10.25
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Abstract

The in-situ stresses of concrete are an essential index for assessing the safety performance of concrete structures. Conventional methods for pore pressure release often face challenges in selecting drilling ring parameters, uncontrollable stress release, and unstable detection accuracy. In this paper, the parameters affecting the results of the concrete ring hole stress release method are cross-combined, and finite elements are used to simulate the combined parameters and extract the stress release values to establish a training set. The GridSearchCV function is utilized to determine the optimal hyperparameters. The mean absolute error (MAE), root mean square error (RMSE), and coefficient of determination (R2) are used as evaluation indexes to train the gradient boosting decision tree (GBDT) algorithm, and the other three common algorithms are compared. The RMSE of the GBDT algorithm for the test set is 4.499, and the R2 of the GBDT algorithm for the test set is 0.962, which is 9.66% higher than the R2 of the best-performing comparison algorithm. The model generated by the GBDT algorithm can accurately calculate the concrete in-situ stresses based on the drilling ring parameters and the corresponding stress release values and has a high accuracy and generalization ability.

Keywords

References

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