Jaehun Lee
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Jaehun Lee has a total of 41 co-authors. Here are the top co-authors by number of shared publications:
- Heung Soo Kim
Dongguk University-Seoul
5 shared publications - Sy-Ngoc Nguyen
Department of Mechanical, Robotics and Energy Engineering, Dongguk University, Seoul 04620, Republic of Korea
5 shared publications - Jang-Woo Han
School of Mechanical System Engineering, Kumoh National Institute of Technology, Gumi-si, Republic of Korea
4 shared publications - Duy-Khuong Ly
Laboratory for Computational Mechanics, Institute for Computational Science and Artificial Intelligence, Van Lang University, Ho Chi Minh City, Vietnam
2 shared publications Izaz Raouf
Department of Mechanical, Robotics and Energy Engineering, Dongguk University-Seoul, 30 Pildong-ro 1-gil, Jung-gu, Seoul 100-715, Republic of Korea
2 shared publications- Jun Young Kim
Department of Mechanical, Robotics and Energy Engineering, Dongguk University, Seoul 04620, Republic of Korea
2 shared publications
Latest Publications
- Open Access
- 31 August 2026
- Published by Computational Structural Engineering Institute of Korea in Journal of the Computational Structural Engineering Institute of Korea
- Vol. 39 (4) , 265-272
Deep Operator Network-Based Prediction Algorithm for Analyzing the Frequency Response of Linear Dynamical Systems
- 31 August 2026
- Published by Computational Structural Engineering Institute of Korea in Journal of the Computational Structural Engineering Institute of Korea
- Vol. 39 (4) , 265-272
Open AccessDeep Operator Network-Based Prediction Algorithm for Analyzing the Frequency Response of Linear Dynamical Systems
- Open Access
- 30 April 2026
- Published by Computational Structural Engineering Institute of Korea in Journal of the Computational Structural Engineering Institute of Korea
- Vol. 39 (2) , 115-122
Dynamic Response Update of Nonlinear Structures Using Transformer-based Displacement Time-Series Estimation and Sensor-based Correction Operators
- 30 April 2026
- Published by Computational Structural Engineering Institute of Korea in Journal of the Computational Structural Engineering Institute of Korea
- Vol. 39 (2) , 115-122
Open AccessDynamic Response Update of Nonlinear Structures Using Transformer-based Displacement Time-Series Estimation and Sensor-based Correction Operators
- 6 October 2025
- Published by Springer Nature in Acta Mechanica
- Vol. 237 (1) , 351-383
A three-node plate finite element based on refined zigzag theory and cell-based strain smoothing technique
- 6 October 2025
- Published by Springer Nature in Acta Mechanica
- Vol. 237 (1) , 351-383
A three-node plate finite element based on refined zigzag theory and cell-based strain smoothing technique
- Open Access
- 27 May 2025
- Published by MDPI AG in Mathematics
- Vol. 13 (11) , 1790
A Two-Step Sequential Hyper-Reduction Method for Efficient Concurrent Nonlinear FE2 Analyses
In this paper, we propose a two-step sequential hyper-reduction method to significantly enhance computational efficiency for both macro- and micro-level analyses in concurrent nonlinear FE2 multiscale simulations. In general, one of the major computational burdens of nonlinear FE2 problems is the repetitive micro-level analysis, which must be performed at all integration points of the macroscopic structure. We propose adopting the discrete empirical interpolation method (DEIM) for both macroscopic and microscopic problems, achieving a significant reduction in the number of integration points in both models. The proposed two-step sequential framework aligns with reduced-order modeling, enabling an efficient multiscale procedure for concurrent nonlinear FE2 analysis in the online stage. We verified the accuracy and efficiency of FE2 analysis using the proposed method through a simple example.
- 27 May 2025
- Published by MDPI AG in Mathematics
- Vol. 13 (11) , 1790
Open AccessA Two-Step Sequential Hyper-Reduction Method for Efficient Concurrent Nonlinear FE2 Analyses
In this paper, we propose a two-step sequential hyper-reduction method to significantly enhance computational efficiency for both macro- and micro-level analyses in concurrent nonlinear FE2 multiscale simulations. In general, one of the major computational burdens of nonlinear FE2 problems is the repetitive micro-level analysis, which must be performed at all integration points of the macroscopic structure. We propose adopting the discrete empirical interpolation method (DEIM) for both macroscopic and microscopic problems, achieving a significant reduction in the number of integration points in both models. The proposed two-step sequential framework aligns with reduced-order modeling, enabling an efficient multiscale procedure for concurrent nonlinear FE2 analysis in the online stage. We verified the accuracy and efficiency of FE2 analysis using the proposed method through a simple example.
- 21 May 2025
- Published by Elsevier in Engineering Structures
- Vol. 338
Integrated framework for optimizing the viscoelastic response of laminated composites under hygrothermal conditions
- 21 May 2025
- Published by Elsevier in Engineering Structures
- Vol. 338
Integrated framework for optimizing the viscoelastic response of laminated composites under hygrothermal conditions
- 17 August 2024
- Published by Elsevier in Composite Structures
- Vol. 348
An efficient neural network approach for laminated composite plates using refined zigzag theory
- 17 August 2024
- Published by Elsevier in Composite Structures
- Vol. 348
An efficient neural network approach for laminated composite plates using refined zigzag theory
- 29 April 2024
- Published by Springer Nature in Applied Mathematics and Mechanics
- Vol. 45 (5) , 819-836
Generalized polynomial chaos expansion by reanalysis using static condensation based on substructuring
- 29 April 2024
- Published by Springer Nature in Applied Mathematics and Mechanics
- Vol. 45 (5) , 819-836
Generalized polynomial chaos expansion by reanalysis using static condensation based on substructuring
- Open Access
- 24 March 2024
- Published by MDPI AG in Mathematics
- Vol. 12 (7) , 963
Improved Finite Element Thermomechanical Analysis of Laminated Composite and Sandwich Plates Using the New Enhanced First-Order Shear Deformation Theory
This paper proposes a simple yet accurate finite element (FE) formulation for the thermomechanical analysis of laminated composites and sandwich plates. To this end, an enhanced first-order shear deformation theory including the transverse normal effect based on the mixed variational theorem (EFSDTM_TN) was employed in the FE implementation. The primary objective of the FE formulation was to systematically interconnect the displacement and transverse stress fields using the mixed variational theorem (MVT). In the MVT, the transverse stress field is derived from the efficient higher-order plate theory including the transverse normal effect (EHOPT_TN), to enhance the solution accuracy, whereas the displacement field is defined by the first-order shear deformation theory including the transverse normal effect (FSDT_TN), to amplify the numerical efficiency. Furthermore, the transverse displacement field is modified by incorporating the components of the external temperature loading, enabling the consideration of the transverse normal strain effect without introducing additional unknown variables. Based on the predefined relationships, the proposed FE formulation can extract the C0-based computational benefits of FSDT_TN, while improving the solution accuracy for thermomechanical analysis. The numerical performance of the proposed FE formulation was demonstrated by comparing the obtained solutions with those available in the literature, including 3-D exact solutions.
- 24 March 2024
- Published by MDPI AG in Mathematics
- Vol. 12 (7) , 963
Open AccessImproved Finite Element Thermomechanical Analysis of Laminated Composite and Sandwich Plates Using the New Enhanced First-Order Shear Deformation Theory
This paper proposes a simple yet accurate finite element (FE) formulation for the thermomechanical analysis of laminated composites and sandwich plates. To this end, an enhanced first-order shear deformation theory including the transverse normal effect based on the mixed variational theorem (EFSDTM_TN) was employed in the FE implementation. The primary objective of the FE formulation was to systematically interconnect the displacement and transverse stress fields using the mixed variational theorem (MVT). In the MVT, the transverse stress field is derived from the efficient higher-order plate theory including the transverse normal effect (EHOPT_TN), to enhance the solution accuracy, whereas the displacement field is defined by the first-order shear deformation theory including the transverse normal effect (FSDT_TN), to amplify the numerical efficiency. Furthermore, the transverse displacement field is modified by incorporating the components of the external temperature loading, enabling the consideration of the transverse normal strain effect without introducing additional unknown variables. Based on the predefined relationships, the proposed FE formulation can extract the C0-based computational benefits of FSDT_TN, while improving the solution accuracy for thermomechanical analysis. The numerical performance of the proposed FE formulation was demonstrated by comparing the obtained solutions with those available in the literature, including 3-D exact solutions.
- Open Access
- 4 December 2023
- Published by MDPI AG in Mathematics
- Vol. 11 (23) , 4867
An Enhanced Hybrid-Level Interface-Reduction Method Combined with an Interface Discrimination Algorithm
This study proposes an interface localizing scheme to enhance the performance of the previous hybrid-level interface-reduction method. The conventional component mode synthesis (CMS) only focuses on interior reduction, while the interface is fully retained for convenient synthesis. Thus, various interface-reduction methods have been suggested to obtain a satisfactory size for the reduced systems. Although previous hybrid-level interface-reduction approaches have addressed major issues associated with conventional interface-reduction methods—in terms of accuracy and efficiency through considering partial substructure synthesis—this method can be applied to limited modeling conditions where interfaces and substructures are independently defined. To overcome this limitation, an interface localizing algorithm is developed to ensure an enhanced performance in the conventional hybrid-level interface-reduction method. The interfaces are discriminated through considering the Boolean operation of substructures, and the interface reduction basis is computed at the localized interface level, which is constructed by a partially coupled system. As a result, a large amount of computational resources are saved, achieving the possibility of efficient design modifications at the semi-substructural level.
- 4 December 2023
- Published by MDPI AG in Mathematics
- Vol. 11 (23) , 4867
Open AccessAn Enhanced Hybrid-Level Interface-Reduction Method Combined with an Interface Discrimination Algorithm
This study proposes an interface localizing scheme to enhance the performance of the previous hybrid-level interface-reduction method. The conventional component mode synthesis (CMS) only focuses on interior reduction, while the interface is fully retained for convenient synthesis. Thus, various interface-reduction methods have been suggested to obtain a satisfactory size for the reduced systems. Although previous hybrid-level interface-reduction approaches have addressed major issues associated with conventional interface-reduction methods—in terms of accuracy and efficiency through considering partial substructure synthesis—this method can be applied to limited modeling conditions where interfaces and substructures are independently defined. To overcome this limitation, an interface localizing algorithm is developed to ensure an enhanced performance in the conventional hybrid-level interface-reduction method. The interfaces are discriminated through considering the Boolean operation of substructures, and the interface reduction basis is computed at the localized interface level, which is constructed by a partially coupled system. As a result, a large amount of computational resources are saved, achieving the possibility of efficient design modifications at the semi-substructural level.