Jul 2026· 2026 11th International Conference on Applying New Technology in Green Buildings (ATiGB)· pp. 42-47· 0 citations· 7 references
Abstract
Incorporating elastic elements into planar mechanisms offers significant advantages in terms of energy efficiency, impact load reduction, and the elimination of dynamic reaction forces during operation. However, the mathematical models describing the dynamics of these mechanisms typically involve complex numerical computational processes that require considerable time when directly applied to response analysis or design optimization tasks. In this study, a surrogate model based on Artificial Neural Networks (ANN) is developed to predict the dynamic response of a slider-crank mechanism with an attached elastic element. The ANN model is trained using data from prior publications and validated through standard error metrics. The results demonstrate that the proposed model achieves a prediction error of less than 6% and reduces computational time by a factor of more than 30 compared to the direct mathematical model. Comparative benchmarking against Support Vector Regression (SVR) and Polynomial Regression further validates ANN as the only surrogate model achieving consistent accuracy across all four output variables for this strongly nonlinear, multi-output dynamics problem. This approach opens a sustainable and promising avenue for addressing multibody dynamics problems in the future.
A unified surrogate modeling framework to predict the structural responses of a steel box girder bridge under moving-load analysis is developed, ensuring consistency in both data generation and model assessment.
Yun-Fei Wang, Bing Zhao, Jie Wang et al.· Bridge Structures· 0 citations
Purpose. To develop a hybrid methodology that integrates Artificial Neural Networks (ANN) with Finite Element Method (FEM) simulations for the rapid and accurate prediction of slope stability.
Methodology. A dataset of 1,000 FEM simulations was generated by systematically varying seven key input parameters: slope geo...
F. Benayoun, M. Feligha, S. Bekkouche et al.· Naukovyi Visnyk Natsionalnoh...· 0 citations
Optimizing lattice structures for energy absorption and load-bearing applications necessitates accurately capturing their nonlinear mechanical response under large deformation. However, traditional nonlinear finite element analysis (NL-FEA) can often fail, particularly at higher compression, which creates numerical gap...
Akshay Kumar, S. Sridhara, Krishnan Suresh· Engineering computations· 0 citations
This study presents a three-dimensional thermo-mechanical finite element (3D-FEM) investigation of the hot rolling process for Cu/AA2030/Cu laminated composite panels, coupled with an artificial neural network (ANN) surrogate model for rapid prediction of process responses. The numerical model was developed to evaluate...
A. Jalili, H. R. Ashtiani· Multiscale and Multidiscipli...· 0 citations
Rod length and diameter were consistently identified as the dominant parameters governing buckling resistance, jointly accounting for the majority of predictive importance; when length was held constant, diameter alone emerged as the leading parameter, followed by comparable contributions from wall thickness and Young’...
Mert Öztürk, Binnur Gören Kıral· International Journal of Sci...· 0 citations
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