Zobrazeno 1 - 10
of 62
pro vyhledávání: '"Do-Young Moon"'
Publikováno v:
Applied Sciences, Vol 9, Iss 6, p 1241 (2019)
This study investigates the effects of hooked-end fiber geometry and volume fraction on the flexural behavior of concrete pedestrian decks. To achieve this, three different fiber geometries, i.e., three-dimensional (3D), four-dimensional (4D), and fi
Externí odkaz:
https://doaj.org/article/0c87f7fd24f5468d95768f95071fc52a
Autor:
Nur Indah Mukharromah, Do Young Moon
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 18, Iss 1, Pp 1-15 (2024)
Abstract In typical steel fiber-reinforced concrete, the fibers are randomly distributed and oriented throughout the matrix, and a magnetic field can effectively align these randomly oriented fibers. To predict the extent to which the steel fibers co
Externí odkaz:
https://doaj.org/article/7785d8aba6904c749a94bd7c2a8c51b4
Publikováno v:
Journal of the Korean Society for Precision Engineering. 40:79-86
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b381475f931ffc9ba3f9f9405d3df013
https://doi.org/10.7736/jkspe.022.090
https://doi.org/10.7736/jkspe.022.090
Publikováno v:
Journal of the Korea Concrete Institute. 34:597-607
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f720832024270ef318b43740ce6d0743
https://doi.org/10.4334/jkci.2022.34.6.597
https://doi.org/10.4334/jkci.2022.34.6.597
Publikováno v:
Materials, Vol 14, Iss 4005, p 4005 (2021)
Materials
Volume 14
Issue 14
Materials
Volume 14
Issue 14
The effect of a magnetic field on the rheology of mortars with steel slags and fibers was evaluated in this study. The rheology of the mortar measured with and without a magnetic field was compared. The effect of steel fiber addition to normal and st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::30d8a0cc8bb0bdf4c113894352a10325
https://www.mdpi.com/1996-1944/14/14/4005
https://www.mdpi.com/1996-1944/14/14/4005
Publikováno v:
Numerical Models in Geomechanics
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a289871eef4ac17d4a706ad680b8ef80
https://doi.org/10.1201/9781003078548-114
https://doi.org/10.1201/9781003078548-114
Autor:
Do-Young Moon, Doo Yeol Yoo
Publikováno v:
Construction and Building Materials. 188:237-254
This study aims to investigate the implications of hooked-end steel fibers on the flexural performance of reinforced concrete (RC) beams with very low reinforcement ratios. For this, four different fiber volume fractions, vf, of 0.25%, 0.50%, 0.75%,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb9efe8a0b165de7124f332b618da802
https://doi.org/10.1016/j.conbuildmat.2018.08.099
https://doi.org/10.1016/j.conbuildmat.2018.08.099
Effects of ageing and storage conditions on the interfacial bond strength of steel fibers in mortars
Publikováno v:
Construction and Building Materials. 170:129-141
The ageing effects on the interfacial bond strength of steel fibers in cement mortars, under different storage conditions, were investigated by performing single fiber pullout tests. The bond strength rapidly increased until the 28 days water curing.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b66d17e955fd42459a36fd0ef3dc997d
https://doi.org/10.1016/j.conbuildmat.2018.03.064
https://doi.org/10.1016/j.conbuildmat.2018.03.064
Publikováno v:
Construction and Building Materials. 152:105-114
The paper investigated the effect of alkaline concrete environment on thermally damaged glass fiber reinforced polymer (GFRP) reinforcing bars through an accelerated aging test in alkaline solution. In the experimental test, the GRFP bar specimens we
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7cef3863af86468ac24c3cde50387e03
https://doi.org/10.1016/j.conbuildmat.2017.06.158
https://doi.org/10.1016/j.conbuildmat.2017.06.158
Publikováno v:
Engineering Structures. 145:211-233
This study investigated the lateral load resistance performance of connection joint of a reinforced concrete (RC) wall structure connected to steel pipes. Four cases of connections were examined: a case where the anchor plate, which is a combination
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e47e35bcaa218ba0d939fb234f339c9
https://doi.org/10.1016/j.engstruct.2017.05.019
https://doi.org/10.1016/j.engstruct.2017.05.019