Yun Lee

Prof. Yun Lee


Research Focus & Metrics

Academic Career Length

16Years (2011-Present)

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

Representative Publications

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1 January 2012 in KSCE Journal of Civil Engineering
Verified
Journal Article
Open access
PDF file
SKSu-Tae Kang
Su-Tae Kang
JKJeong-Su Kim
Jeong-Su Kim
YLYun Lee
Yun Lee
YPYon-Dong Park
Yon-Dong Park
JKJin-Keun Kim
Jin-Keun Kim
A series of experiments and numerical analyses have been carried out to derive a model of the moisture diffusion coefficient in concrete structures. The moisture diffusion coefficient generally depends on the relative humidity and temperature as well as the age of concrete, because microstructures of concrete develop with aging, especially in the early stage of aging. Therefore, the modified model of the moisture diffusion coefficient proposed here takes these three parameters into consideration. Experiments on moisture diffusion were performed to investigate the variation of the moisture diffusion coefficient with age and temperature under three temperature conditions (20, 50, and 80°C). Based on the experimental results, a new model of the moisture diffusion coefficient considering the aging and temperature was developed by a numerical inverse analysis. As it considers porosity, humidity, and temperature, beyond the existing model for hardened concrete, the suggested diffusion coefficient model is applicable to early age concrete.

1 October 2017 in Nuclear Engineering and Design
Verified
Journal Article
Closed access
SCSang-Lyul Cha
Sang-Lyul Cha
YLYun Lee
Yun Lee
JKJin-Keun Kim
Jin-Keun Kim

15 September 2011
Verified
Book Chapter
Closed access
YLYun Lee
Yun Lee
JPJ Park
J Park
JSJunho Song
Junho Song

30 October 2014 in Computers & concrete
Verified
Journal Article
Closed access
JLJeong Su Lee
Jeong Su Lee
CPChan Kyu Park
Chan Kyu Park
YLYun Lee
Yun Lee
JKJi-Hoon Kim
Ji-Hoon Kim
SKSeung Hee Kwon
Seung Hee Kwon

1 January 2017 in Mathematical Problems in Engineering
Verified
Journal Article
Open access
PDF file
JJJunHyung Jo
JunHyung Jo
YLYun Lee
Yun Lee
This paper examined and discussed a Meshless Wavelet Galerkin Method (MWGM) formulation for a first‐order shear deformable beam, the properties of the MWGM, the differences between the MWGM and EFG, and programming methods for the MWGM. The first‐order shear deformable beam (FSDB) consists of a pair of second‐order elliptic differential equations. The weak forms of two differential equations are deduced using Hat wavelet series. The exact integration and reduced integration were used to analyze the problems. Some indeterminate beam problems are considered. Condition numbers of the stiffness matrix were analyzed with exact integration and reduced integration for two cases of these problems. Consequently, the results were converged on the analytic solutions. The shear‐locking phenomenon also occurred in the MWGM as it occurs in the conventional FEM. The stiffness matrix calculated from the reduced integration causes a similar numerical error to the stiffness matrix calculated from the exact integration in the MWGM. The MWGM showed desirable results in the examples.