A thermodynamics-informed neural network for elastoplastic constitutive modeling of granular materials

被引:15
作者
Su, M. M. [1 ]
Yu, Y. [1 ]
Chen, T. H. [1 ]
Guo, N. [1 ]
Yang, Z. X. [1 ,2 ]
机构
[1] Zhejiang Univ, Comp Ctr Geotech Engn, Dept Civil Engn, Hangzhou 310058, Zhejiang, Peoples R China
[2] Zhejiang Prov Engn Res Ctr Digital & Smart Mainten, Hangzhou, Peoples R China
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
Data-driven constitutive modeling; Thermodynamics-informed neural network; Elastoplasticity; Stored plastic work; Stress probing method; THERMOMECHANICAL FRAMEWORK; ENERGY-DISSIPATION; MATERIAL BEHAVIOR;
D O I
10.1016/j.cma.2024.117246
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Data-driven methods have emerged as a promising framework for material constitutive modeling. However, traditional data-driven models are hindered by limitations arising from a scarcity of datasets and the absence of explicit physical principles. These limitations lead to inadequate generalization capabilities and predictions that may contradict established physical laws. To overcome these challenges, this study introduces a thermodynamics-informed neural network (TINN) for elastoplastic constitutive modeling of granular materials. Following the thermodynamics-based elastoplastic theory, the TINN model incorporates elastic free energy, stored plastic work, and dissipation. It achieves this by integrating a path-dependent recurrent neural network (RNN) and three sub-fully connected neural networks to capture the mechanical response and energy evolution in sheared granular materials. The total loss function of TINN combines data-driven and physics-informed components. The effectiveness and generalization capabilities of TINN are evaluated by testing it on diverse datasets, including both simulated and experimental data. The simulated virtual data are derived either from an available elastoplastic model or via discrete element method (DEM) simulations employing stress probing techniques. The results highlight the superior generalization ability and robustness of the TINN model, surpassing purely data-driven models in performance and reliability.
引用
收藏
页数:22
相关论文
共 82 条
[1]   Deep learning for plasticity and thermo-viscoplasticity [J].
Abueidda, Diab W. ;
Koric, Seid ;
Sobh, Nahil A. ;
Sehitoglu, Huseyin .
INTERNATIONAL JOURNAL OF PLASTICITY, 2021, 136
[2]   INCREMENTAL STRESS-STRAIN BEHAVIOR OF GRANULAR SOIL [J].
ANANDARAJAH, A ;
SOBHAN, K ;
KUGANENTHIRA, N .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1995, 121 (01) :57-68
[3]   Discovering interpretable elastoplasticity models via the neural polynomial method enabled symbolic regressions [J].
Bahmani, Bahador ;
Suh, Hyoung Suk ;
Sun, Waiching .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2024, 422
[4]  
Baydin AG, 2018, J MACH LEARN RES, V18
[5]   A STATE PARAMETER FOR SANDS [J].
BEEN, K ;
JEFFERIES, MG .
GEOTECHNIQUE, 1985, 35 (02) :99-112
[6]  
Besseling JohannesF., 1994, Mathematical modeling of inelastic deformation, V5
[7]   A bounding surface model for anisotropically overconsolidated clay incorporating thermodynamics admissible rotational hardening rule [J].
Chen, Yanni ;
Yang, Zhongxuan .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2020, 44 (05) :668-690
[8]   A MICROMECHANICAL DESCRIPTION OF GRANULAR MATERIAL BEHAVIOR [J].
CHRISTOFFERSEN, J ;
MEHRABADI, MM ;
NEMATNASSER, S .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1981, 48 (02) :339-344
[9]   Application of thermomechanical principles to the modelling of geotechnical materials [J].
Collins, IF ;
Houlsby, GT .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1997, 453 (1964) :1975-2001
[10]   The concept of stored plastic work or frozen elastic energy in soil mechanics [J].
Collins, IF .
GEOTECHNIQUE, 2005, 55 (05) :373-382