| 研究生: |
林孝昭 LING, SIEW JAU |
|---|---|
| 論文名稱: |
基於資料驅動 FE²NN 架構之異質材料階層式多尺度分析 A Data-Driven FE²NN Framework for Hierarchical Multiscale Analysis of Heterogeneous Materials |
| 指導教授: |
戴名駿
Dai, Ming-Jyun |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 系統及船舶機電工程學系 Department of Systems and Naval Mechatronic Engineering |
| 論文出版年: | 2026 |
| 畢業學年度: | 114 |
| 語文別: | 英文 |
| 論文頁數: | 83 |
| 中文關鍵詞: | 物理訊息神經網路 、有限元素法 、FE²分析 、資料驅動本構模型 、多尺度分析 |
| 外文關鍵詞: | Physics-informed neural network, Finite element method, FE²analysis, Data-driven constitutive modeling, Multiscale analysis |
| 相關次數: | 點閱:40 下載:0 |
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如果要對異質複合材料進行精確模擬,需要採用並行多尺度方法,像是 FE²。在此類方法中,每個宏觀高斯積分點及每次 Newton--Raphson 迭代,均須求解微觀代表性體積元素(RVE)的邊界值問題。這種巢狀架構對於實際規模的網格而言計算代價極為高昂,因此我們嘗試引入神經網路替代模型,以取代多尺度計算中最為耗費時間的環節。
本論文針對此目標提出三項貢獻。首先,有限元素訊息神經網路(FEINN)以神經網路取代直接剛度矩陣分解,透過訓練使其滿足組裝後的平衡殘差,並以二值遮罩精確施加 Dirichlet 邊界條件,從而免除了標準物理訊息神經網路所需的懲罰權重調整。其次,以資料驅動的深度神經網路(DNN)本構替代模型,基於有限應變 RVE 模擬資料進行訓練,建立從 Green-Lagrange 應變張量至均質化第二 Piola-Kirchhoff應力與一致切線模量的映射關係,使宏觀尺度的 Newton-Raphson 求解器無需任何線上 RVE 求解即可收斂。第三,FE²NN 融合上述兩個建構模組:宏觀位移場以神經網路進行參數化,而應力由預訓練的 DNN 替代模型負責計算,以梯度式優化取代宏觀層次的 Newton--Raphson 求解與線上 RVE 求解,所形成的全可微分管線以 L-BFGS 優化器結合增量載荷步進行求解。
透過與 Ansys 參考解在幾何非線性結構基準算例上的比較驗證,確認 FE²NN 框架能夠對異質非線性材料實現精確的多尺度有限元素分析。
Accurate modeling of heterogeneous composites requires the FE² concurrent multiscale method, in which a microscale representative volume element (RVE) boundary value problem is solved at every macroscopic Gauss point and every Newton–Raphson iteration. This nested scheme is computationally prohibitive for practical mesh sizes, motivating the use of neural network surrogates to replace the most expensive components of the multiscale pipeline.
This thesis presents three contributions toward that goal. First, the Finite Element Informed Neural Network (FEINN) replaces direct stiffness factorization with a network trained to satisfy the assembled equilibrium residual, enforcing Dirichlet boundary conditions exactly through a binary mask rather than soft penalties. Second, a data-driven DNN constitutive surrogate is trained on finite-strain RVE simulation data to map the Green–Lagrange strain tensor to the homogenized second Piola--Kirchhoff stress and consistent material tangent, enabling Newton–Raphson convergence at the macroscale without any online RVE solve. Third, FE²NN unifies the two building blocks by adopting the FEINN parameterization for the macroscale displacement field and routing stress evaluation through the pre-trained DNN surrogate, replacing both repeated Newton–Raphson solves and online RVE solves with gradient-based optimization over incremental load steps.The resulting fully differentiable pipeline is optimized with L-BFGS.
Validation against Ansys reference solutions on geometrically nonlinear structural benchmarks confirms that FE2NN achieves accurate multiscale finite element analysis of heterogeneous nonlinear materials.
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