Geometrically nonlinear bending analysis of laminated thin plates based on classical laminated plate theory and deep energy method
被引:2
|
作者:
Huang, Zhong-Min
论文数: 0引用数: 0
h-index: 0
机构:
Guangxi Univ, Coll Civil Engn & Architecture, Nanning, Peoples R ChinaGuangxi Univ, Coll Civil Engn & Architecture, Nanning, Peoples R China
Huang, Zhong-Min
[1
]
Peng, Lin-Xin
论文数: 0引用数: 0
h-index: 0
机构:
Guangxi Univ, Coll Civil Engn & Architecture, Nanning, Peoples R China
Guangxi Univ, Key Lab Disaster Prevent & Struct Safety, Minist Educ, Nanning, Peoples R China
Guangxi Univ, Guangxi Key Lab Disaster Prevent & Struct Safety, Nanning, Peoples R China
Guangxi Univ, State Key Lab Featured Met Mat & Life Cycle Safety, Nanning, Peoples R ChinaGuangxi Univ, Coll Civil Engn & Architecture, Nanning, Peoples R China
Peng, Lin-Xin
[1
,2
,3
,4
]
机构:
[1] Guangxi Univ, Coll Civil Engn & Architecture, Nanning, Peoples R China
[2] Guangxi Univ, Key Lab Disaster Prevent & Struct Safety, Minist Educ, Nanning, Peoples R China
[3] Guangxi Univ, Guangxi Key Lab Disaster Prevent & Struct Safety, Nanning, Peoples R China
[4] Guangxi Univ, State Key Lab Featured Met Mat & Life Cycle Safety, Nanning, Peoples R China
Neural network;
Deep energy method;
Laminate;
Geometric nonlinearity;
Bending;
FREE-VIBRATION;
BUCKLING ANALYSIS;
LARGE-DEFLECTION;
RECTANGULAR-PLATES;
NEURAL-NETWORKS;
CROSS-PLY;
COMPOSITE;
ALGORITHM;
D O I:
10.1016/j.compstruct.2024.118314
中图分类号:
O3 [力学];
学科分类号:
08 ;
0801 ;
摘要:
This paper establishes a geometrically nonlinear bending analysis framework using the deep energy method and the classical laminated plate theory (CLPT) for laminated plates. Inspired by the transfer learning technique, a load applied to a laminated plate can be divided into multiple load steps. The network parameters for the current load step, with the exception of the initial step, are initialized by inheriting values from their preceding steps. Including both von Ka<acute accent>rma<acute accent>n and Green-Lagrange strains, the plate strains are computed using the automatic differentiation and integrated along the thickness direction per laminate plate based on the constitutive theory. By combining the outputs of neural network, the external potential energy can be obtained, and the optimized network parameters are given by minimizing the total system potential energy of the laminated plate. In order to validate the proposed approach, several numerical examples are calculated, and the present solutions are compared with those given by the literature and the Finite Element Analysis (FEA). The results show that the proposed approach is indeed feasible, can reach high levels of precision under varying loads while offering a simplified calculation strategy.
机构:
Univ Roma La Sapienza, Dipartimento Ingn Strutturale & Geotecn, I-00184 Rome, ItalyUniv Roma La Sapienza, Dipartimento Ingn Strutturale & Geotecn, I-00184 Rome, Italy
Lacarbonara, Walter
Pasquali, Michele
论文数: 0引用数: 0
h-index: 0
机构:
Univ Roma La Sapienza, Dipartimento Ingn Strutturale & Geotecn, I-00184 Rome, ItalyUniv Roma La Sapienza, Dipartimento Ingn Strutturale & Geotecn, I-00184 Rome, Italy