Jang-Woo Han

Prof. Jang-Woo Han


Research Focus & Metrics

Academic Career Length

35Years (1992-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
1 May 2017 in Composites Part B: Engineering
Verified
Journal Article
Closed access
JHJang-Woo Han
Jang-Woo Han
Jun-Sik KimJun-Sik Kim
Jun-Sik Kim
MCMaenghyo Cho
Maenghyo Cho

17 December 2024 in Sensors
Verified
Journal Article
Open access
PDF file
MAMuhammad Muzammil Azad
Muhammad Muzammil Azad
Olivier MunyanezaOlivier Munyaneza
Olivier Munyaneza
JJJaehyun Jung
Jaehyun Jung
Jung Woo SohnJung Woo Sohn
Jung Woo Sohn
JHJang-Woo Han
Jang-Woo Han
Heung Soo KimHeung Soo Kim
Heung Soo Kim
In composite structures, the precise identification and localization of damage is necessary to preserve structural integrity in applications across such fields as aeronautical, civil, and mechanical engineering. This study presents a deep learning (DL)-assisted framework for simultaneous damage localization and severity assessment in composite structures using Lamb waves (LWs). Previous studies have often focused on either damage detection or localization in composite structures. In contrast, this study aims to perform damage detection, severity assessment, and localization using independent DL models. Three DL models, namely the artificial neural network (ANN), convolutional neural network (CNN), and gated recurrent unit (GRU), are compared. To assess their damage detection and localization capabilities. Moreover, zero-mean Gaussian noise is introduced as a data augmentation technique to address the variability and noise inherent in LW signals, improving the generalization capability of the DL models. The proposed framework is validated on a composite plate with four piezoelectric transducers, one at each corner, and achieves high accuracy in both damage localization and severity assessment, offering an effective solution for real-time structural health monitoring. This dual-function approach provides a scalable data-driven method to evaluate composite structures, with applications in predictive maintenance and reliability assurance in critical engineering systems.

20 April 2022 in Mechanics of Advanced Materials and Structures
Verified
Journal Article
Closed access
SNSy-Ngoc Nguyen
Sy-Ngoc Nguyen
MCMaenghyo Cho
Maenghyo Cho
Jun-Sik KimJun-Sik Kim
Jun-Sik Kim
JHJang-Woo Han
Jang-Woo Han
An enhanced Lo–Christensen–Wu (LCW) theory is defined in the Laplace domain to predict the thermo-mechanical-viscoelastic behavior of long-term composite structures. The primary objective herein is to systematically extract the computational benefits of the conventional LCW and fifth-order zigzag model via the mixed variational theorem (MVT). Furthermore, the Laplace transform is employed to circumvent the numerical complexity of viscoelastic analysis. The relationships between the two fields were derived using the MVT constraint equations in the Laplace domain. Consequently, the proposed theory has the C0-based computational benefits as the conventional LCW, while improving the solution accuracy for long-term thermo-mechanical-viscoelastic behaviors.

1 August 2017 in Composites Part B: Engineering
Verified
Journal Article
Closed access
JHJang-Woo Han
Jang-Woo Han
Jun-Sik KimJun-Sik Kim
Jun-Sik Kim
MCMaenghyo Cho
Maenghyo Cho

1 November 2017 in Composite Structures
Verified
Journal Article
Closed access
JHJang-Woo Han
Jang-Woo Han
Jun-Sik KimJun-Sik Kim
Jun-Sik Kim
MCMaenghyo Cho
Maenghyo Cho

24 March 2024 in Mathematics
Verified
Journal Article
Open access
PDF file
YGYunki Gwak
Yunki Gwak
SNSy-Ngoc Nguyen
Sy-Ngoc Nguyen
Jun-Sik KimJun-Sik Kim
Jun-Sik Kim
HPHyungbum Park
Hyungbum Park
Jaehun LeeJaehun Lee
Jaehun Lee
JHJang-Woo Han
Jang-Woo Han
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.