Deuckhang Lee

Prof. Deuckhang Lee

orcid

Research Focus & Metrics

Academic Career Length

18Years (2009-Present)

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

Representative Publications

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1 August 2012 in Thin-Walled Structures
Verified
Journal Article
Closed access
JOJae-Yuel Oh
Jae-Yuel Oh
DLDeuckhang Lee
Deuckhang Lee
Kang Su KimKang Su Kim
Kang Su Kim

1 July 2012 in Composites Part B: Engineering
Verified
Journal Article
Closed access
Kang Su KimKang Su Kim
Kang Su Kim
DLDeuckhang Lee
Deuckhang Lee
JHJin-Ha Hwang
Jin-Ha Hwang
DKDaniel A. Kuchma
Daniel A. Kuchma

1 September 2011 in Composites Part B: Engineering
Verified
Journal Article
Closed access
Kang Su KimKang Su Kim
Kang Su Kim
DLDeuckhang Lee
Deuckhang Lee
SCS.M. Choi
S.M. Choi
YCY.H. Choi
Y.H. Choi
SJS.H. Jung
S.H. Jung

1 March 2014 in Construction and Building Materials
Verified
Journal Article
Closed access
SHSun-Jin Han
Sun-Jin Han
DLDeuckhang Lee
Deuckhang Lee
Kang Su KimKang Su Kim
Kang Su Kim
SSSoo-Yeon Seo
Soo-Yeon Seo
JMJuhyuk Moon
Juhyuk Moon
PMPaulo J.M. Monteiro
Paulo J.M. Monteiro

11 February 2019 in Sustainability
Verified
Journal Article
Open access
PDF file
CSChang-Seon Shon
Chang-Seon Shon
TMTemirlan Mukashev
Temirlan Mukashev
DLDeuckhang Lee
Deuckhang Lee
Dichuan ZhangDichuan Zhang
Dichuan Zhang
JKJong Kim
Jong Kim
Due to the increased demands of adapting the sustainability concept in the construction industry, many researchers have developed and evaluated the composite materials made with agricultural by-products, such as straws, fruit-shells, and cobs, as construction materials. Because no research work has been reported regarding the incorporation of common reed fiber (CRF) into a concrete composite to produce the green and sustainable concrete, this research has focused on the evaluation of physical, mechanical, and thermal properties of mortar mixture containing CRF regarding density, porosity, compressive and flexural strengths, and thermal conductivity. In total, six mixtures with 0%, 2%, 4%, and 6% CRF; 0.5% steel fiber (SF); and the combination of 6% CRF and 0.5% SF were prepared. Based on the experimental outputs, a simple analysis of heat loss was also been performed. The test results presented that the incorporation of CRF into mortar mixture proportionally reduced its unit weight and significantly increased its absorption capacity and porosity. Although the use of only CRF in the mortar mixture did not improve both compressive and flexural strengths compared to the plain mixture, the combined use of CRF and SF to increase both compressive and flexural strengths generated a synergetic effect to increase both strengths. The addition of CRF to the mixture has the benefit of producing a significant decrease in heat loss for a typical building in Astana due to the lower thermal conductivity and higher porosity to density ratio.

1 September 2011 in Composites Part B: Engineering
Verified
Journal Article
Closed access
Kang Su KimKang Su Kim
Kang Su Kim
DLDeuckhang Lee
Deuckhang Lee