Computers and Geotechnics, Journal Year: 2024, Volume and Issue: 179, P. 107017 - 107017
Published: Dec. 26, 2024
Language: Английский
Computers and Geotechnics, Journal Year: 2024, Volume and Issue: 179, P. 107017 - 107017
Published: Dec. 26, 2024
Language: Английский
Computer Methods in Applied Mechanics and Engineering, Journal Year: 2025, Volume and Issue: 437, P. 117755 - 117755
Published: Jan. 22, 2025
Language: Английский
Citations
4Engineering Structures, Journal Year: 2025, Volume and Issue: 329, P. 119801 - 119801
Published: Feb. 3, 2025
Language: Английский
Citations
1Nonlinear Dynamics, Journal Year: 2024, Volume and Issue: unknown
Published: Nov. 23, 2024
Abstract As civil infrastructures often exhibit nonlinearities, the identification of nonlinear behaviors is crucial to assess structural safety state. However, existing physics-driven methods can only estimate parameters given a known behavior pattern. By contrast, data-driven merely map load-response relationship at level, rather than identify an accurate mapping component level. To address these issues, hybrid physics-data-driven strategy developed in this study blind nonlinearity. The components are surrogated by multilayer perceptron, and linear ones simulated using finite element method. Subsequently, global stiffness matrix restoring force vector assembled according elemental topology obtain model. discrepancy between measured model-predicted responses formulated as loss function, minimizing which MLPs indirectly trained nonlinearities be identified without knowing nonlinearity type. Three numerical cases used verify proposed method identifying elastic, hysteretic, multiple boundary conditions. Results show that robust different noise levels, sensor placements, types. Moreover, model possesses strong generalization ability accurately predict full-field responses.
Language: Английский
Citations
6Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2024, Volume and Issue: unknown
Published: Dec. 1, 2024
Language: Английский
Citations
5Computers and Geotechnics, Journal Year: 2025, Volume and Issue: 181, P. 107110 - 107110
Published: Feb. 5, 2025
Language: Английский
Citations
0Theoretical and Applied Mechanics Letters, Journal Year: 2025, Volume and Issue: unknown, P. 100578 - 100578
Published: Feb. 1, 2025
Language: Английский
Citations
0Advances in Structural Engineering, Journal Year: 2025, Volume and Issue: unknown
Published: March 20, 2025
The digital twin (DT) technique for infrastructures has been developed and attracted a significant amount of attention since 2020. Nonetheless, the key technologies used DT, including load identification (LID), response reconstruction (RRE), damage detection, have much longer history than DT itself. By employing these methods, cyber models are established updated to represent operational state real structure, meanwhile, monitored data at discrete locations can be expanded full-field structure realize DT. In this work, LID RRE methods civil under quasi-static dynamic loading actions comprehensively reviewed. LID, four types formulations derived, solutions summarized address inherent ill-posed problems. RRE, model- data-driven reviewed with five levels performance. Subsequently, several sensing techniques introduced. pros, cons, features highlighted. challenges prospects in outline future trend in-service infrastructure digitalization.
Language: Английский
Citations
0Canadian Geotechnical Journal, Journal Year: 2025, Volume and Issue: 62, P. 1 - 17
Published: Jan. 1, 2025
Artificial ground freezing (AGF) is a widely used technique for soil stabilization and waterproofing. Numerous studies have been devoted to solving the heat transfer problems in AGF while encountering limitations handling complex geometries boundary conditions being computationally intensive. Recently, using machine learning methods predict temperature fields has gained attention, demonstrating potential achieve higher accuracy than conventional models. However, these are typically limited by need large, labeled datasets, which time-consuming difficult obtain. In this study, we address challenges applying physics-informed neural networks (PINNs) solve steady-state problem AGF, focusing on distribution around single pipe. By embedding conduction equation into loss function, PINNs reduce extensive data. To enhance efficiency, employed, results compared against finite element method. Results show that high accuracy, particularly larger domains with moderate gradients, providing competitive performance more configurations involving steeper gradients. This approach offers promising alternative modeling geotechnical applications, implications reducing computational costs design.
Language: Английский
Citations
0Computer Methods in Applied Mechanics and Engineering, Journal Year: 2024, Volume and Issue: 432, P. 117410 - 117410
Published: Oct. 2, 2024
Language: Английский
Citations
2Computers and Geotechnics, Journal Year: 2024, Volume and Issue: 179, P. 107017 - 107017
Published: Dec. 26, 2024
Language: Английский
Citations
1