Wenjing Ouyang , Weihang Ouyang , Xiaoge Tian , Si-Wei Liu , Jiaji Wang , Siu-Lai Chan
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引用次数: 0
Abstract
Accurate prediction of large deflections in glass panes is crucial for economical and safe structural design, particularly under complex loading conditions. The Föppl-von Karman (FvK) equations are widely used to model their nonlinear behavior but pose significant computational challenges. Recent advancements in machine learning, especially Physics-Informed Neural Networks (PINN), offer a promising alternative for solving such complex partial differential equations (PDEs). However, standard PINN struggles to handle the computational demands of the FvK equations due to high-order derivatives and intricate boundary conditions.
To address these limitations, this study introduces a novel PINN framework tailored for the nonlinear analysis of glass panes. The proposed method integrates a reduced-order technique and imposed hard constraints both using auxiliary functions while mitigating training instabilities caused by high-order terms in the PDEs and potential conflicts in the loss function. An adaptive loss weighting strategy further enhances training stability and ensures robust convergence. Extensive validation examples and case studies demonstrate the improved accuracy and reliability of the proposed PINN approach.
As a practical application, a PINN-based surrogate model is developed for real-time simulation of glass pane behavior under catastrophic weather conditions, showcasing the method's computational efficiency and potential for in-time prediction during natural hazards. This study highlights a significant advancement in applying PINNs as a reliable and efficient solution for addressing the complexities of nonlinear glass pane analysis.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.