Khuong LeNguyen

Dr. Khuong LeNguyen


Research Focus & Metrics

Academic Career Length

11Years (2016-Present)

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

Representative Publications

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1 July 2021 in Construction and Building Materials
Verified
Journal Article
Open access
ZDZakaria Ilyes Djamai
Zakaria Ilyes Djamai
Khuong LeNguyenKhuong LeNguyen
Khuong LeNguyen
Amir Si  LarbiAmir Si Larbi
Amir Si Larbi
FSFerdinando Salvatore
Ferdinando Salvatore
Gaochuang CaiGaochuang Cai
Gaochuang Cai

11 April 2023 in Construction and Building Materials
Verified
Journal Article
Closed access
Khuong LeNguyenKhuong LeNguyen
Khuong LeNguyen
MCMinh Quyen Cao
Minh Quyen Cao
XNXuan-Huy Nguyen
Xuan-Huy Nguyen
Saeed BanihashemiSaeed Banihashemi
Saeed Banihashemi
ALAmir Si Larbi
Amir Si Larbi

10 December 2023 in Neural Computing and Applications
Verified
Journal Article
Closed access
PDF file
Khuong LeNguyenKhuong LeNguyen
Khuong LeNguyen
HTHoa Thi Trinh
Hoa Thi Trinh
PTPham M Thong
Pham M Thong

4 March 2022 in International Journal of Rail Transportation
Verified
Journal Article
Closed access
LTL.-H. Tran
L.-H. Tran
Khuong LeNguyenKhuong LeNguyen
Khuong LeNguyen
THT. Hoang
T. Hoang
In dynamics models for the railway tracks, the rails are considered as beams supported continuously or periodically mass-spring systems. Recently, the mass-spring systems are replaced by Euler-Bernoulli beams on viscoelastic foundation in order to study the dynamics of sleepers. This paper presents a development of this study by considering the Timoshenko beams for sleepers. We consider the dynamic equation in the steady-state of a sleeper subjected to the reaction forces. The rails are modelled by the periodically supported beams subjected to moving loads, leading to a relation between the sleeper displacements and the reaction forces. By substituting this relation into the dynamic equation, the sleeper responses can be obtained by using the Green’s function. Finally, numerical examples show the influences of beam models on sleeper responses. This development completes analytical choices for the dynamics of railway tracks where the rails and sleepers can be modelled by the two beam theories.


1 November 2023 in Advances in Civil Engineering
Verified
Journal Article
Open access
PDF file
Khuong LeNguyenKhuong LeNguyen
Khuong LeNguyen
TDThanh Tu Do
Thanh Tu Do
GNGiang Huu Nguyen
Giang Huu Nguyen
Afaq AhmadAfaq Ahmad
Afaq Ahmad
This paper investigates the effectiveness of machine learning (ML) models available in MATLAB Regression Learner app and MATLAB App Designer, both low-code applications, for accurately predicting punching shear strength (PSS) in reinforced concrete (RC) slabs. A database of 379 RC slab samples without transverse reinforcement was compiled from renowned publications. RandomSearch and Bayesian optimisation were employed for tuning hyperparameters. The performance of these models was compared with six empirical models, which included three current design codes, three equations from other researchers, and 227 finite-element simulations conducted by the authors. The ML models and finite-element method (FEM) demonstrated superior performance compared with the literature and practical codes. Furthermore, the results emphasised the exceptional performance of the Gaussian process regression (GPR) with optimised hyperparameters, exhibiting the best performance in validation, training, and testing datasets with R2 values of 0.95, 0.99, and 0.98, respectively. A user-friendly standalone application was developed, providing real-time predictions of the PSS using the two best-developed ML models, GPR and support vector machine (SVM), as well as six empirical models from the literature. This tool offers users flexibility in choosing the most appropriate model for their specific needs, delivering reliable, and accurate results for estimating the PSS of RC slabs.