Young Hoon Kim

Dr. Young Hoon Kim

Civil and Environmental Engineering, University of Louisville, Louisville, KY 40292, USA
orcid

Research Focus & Metrics

Academic Career Length

17Years (2010-Present)

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

Representative Publications

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1 August 2016 in Construction and Building Materials
Verified
Journal Article
Closed access
YPYeonho Park
Yeonho Park
AAAli Abolmaali
Ali Abolmaali
Young Hoon KimYoung Hoon Kim
Young Hoon Kim
MGMasoud Ghahremannejad
Masoud Ghahremannejad

1 November 2019 in Cement and Concrete Composites
Verified
Journal Article
Closed access
MRMahyar Ramezani
Mahyar Ramezani
Young Hoon KimYoung Hoon Kim
Young Hoon Kim
ZSZhihui Sun
Zhihui Sun

1 October 2020 in Magazine of Concrete Research
Verified
Journal Article
Closed access
MRMahyar Ramezani
Mahyar Ramezani
Young Hoon KimYoung Hoon Kim
Young Hoon Kim
ZSZhihui Sun
Zhihui Sun
This paper aims to provide guidelines for selecting the correct type of carbon nanotube (CNT) to improve the mechanical properties of cementitious materials. Previous researchers have discussed the effect of CNT characteristics on their dispersion quality. However, the effect of these characteristics on the mechanical properties of CNT-reinforced cementitious materials is not fully understood. To clarify this, the study reported in this paper was conducted in two phases. In the first phase, a database was established from the literature to study the influences of three different parameters associated with CNTs (length, diameter and concentration based on the weight percent of cement powder (c-wt%)) on compressive and flexural strengths. The analyses revealed that short and small-diameter CNTs could be beneficial for increasing compressive strength. Conversely, relatively long and large-diameter CNTs were more effective in increasing flexural strength. In general, an average CNT length of 10–20 μm and an average diameter of 20–32·5 nm resulted in the highest overall mechanical performance. The optimal upper limit concentrations for flexural and compressive strengths were found to be 0·15 and 0·20 c-wt%, respectively. In the second phase of this study, the statistical analyses were experimentally verified using the CNT optimum length, two diameters and three levels of concentrations.

1 June 2023 in Journal of Structural Engineering
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Journal Article
Closed access
JZJice Zeng
Jice Zeng
Young Hoon KimYoung Hoon Kim
Young Hoon Kim
Shiqiang QinShiqiang Qin
Shiqiang Qin

1 January 2019
Verified
Book
Closed access
MPMario Paz
Mario Paz
Young Hoon KimYoung Hoon Kim
Young Hoon Kim

19 May 2022 in Cement and Concrete Composites
Verified
Journal Article
Closed access
MRMahyar Ramezani
Mahyar Ramezani
Young Hoon KimYoung Hoon Kim
Young Hoon Kim
ZSZhihui Sun
Zhihui Sun
MSMuhammad M. Sherif
Muhammad M. Sherif