• Journal of Korea Foundry Society
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• v.42 no.6
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• pp.347-357
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• 2022

In this study, 3D visualization of the packing behavior of the charge material in a foundry was attempted. It was simulated based on the practical conditions of the charge material and the melting furnace. It was confirmed whether the 3D visual simulation realistically implements the packing behavior of the manufacturing site. The realistic packing state by the 3D visual simulation was compared with the ideal packing state. It was analyzed in which case the difference between the two packing states occurred. The advantages of applying the 3D visual simulation to the manufacturing process were investigated, and various application plans in the casting industry were proposed.

• Journal of Korean Society of Steel Construction
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• v.10 no.2 s.35
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• pp.177-186
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• 1998

The concrete filled steel tubular column have to superior in compressive load carrying capacity, compared with same section typed hollow steel tube column, and have many excellent structural properties, such as stiffness improvement by filled concrete, improvement of ductility by reinforced effect of local buckling, and the like. However, it has not clear the effect of interaction between steel tube and filled concrete, stress portion ratio and fracture mechanism of concrete. This study investigated to structural properties for high strength concrete filled steel tube column by loading conditions through a series of experiments. Especially, this study investigated the properties of structural behaviors for concrete filled steel tube column stress ratio by loading conditions and failure mechanism of filled concrete.

• Proceedings of the Korean Geotechical Society Conference
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• 2006.10a
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• pp.278-284
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• 2006

암반내 존재하는 불연속면은 암반거동에 중대한 영향을 미치게 되며, 특히 불연속면내에 충전물이 협재되어 있는 경우에는 암반구조물의 안정성에 보다 심각한 문제를 가져오는 경우가 많다. 이는 불연속면의 거동과 충전물의 거동이 복합적으로 작용하게 되며, 장기적인 시간을 두고 나타나기 때문이다. 본 검토에서는 충전된 불연속면의 특성을 분석하고, 점토나 흑연이 협재되어 문제가 되었던 현장 사례분석을 통하여 충전된 불연속면이 암반사면이나 터널과 같은 암반구조물에 미치는 영향을 검토하였다. 이를 통하여 충전물의 열화에 의한 장기적이고 잠재적인 거동을 수반할 수 있는 충전된 불연속면의 공학적 문제점을 고찰하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.35 no.1
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• pp.9-17
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• 2015

Interface behavior of concrete-infilled steel tube (CFT) was investigated based on the experimental observations and numerical analyses. Laboratory tests were performed for twelve CFTs that consisted of two different cases of diameters where each diameter case was composed of three different cases of shear span length. Thereby, diameter and shear span parameters were considered to prove the question of whether there exists interface slip between steel tube and infilled-concrete. Confining effect of steel tube to infilled concrete was also investigated by measuring lateral strain as well as longitudinal strain. Based on the study, it was concluded that confining effect of steel tube to infilled-concrete is not influential under flexural loading and therefore, the sectional analysis is an effective way to estimate the flexural strength of CFT.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.6A
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• pp.943-953
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• 2006

We investigated experimentally the static behavior of an orthotropic bridge deck which is made from glass fiber reinforced polymer (GFRP) and polyurethane foam. The bridge deck consists of many unit cells with rectangular holes which are filled with the foam to improve its structural behavior in its weak axis. It is found that although the elastic modulus of the foam compared to that of the GFRP is about the order of, the structural behaviors in the weak axis such as nominal strength, stiffness, etc. are greatly improved. Owing to the low mass density of the foam used in this study, the bridge deck is still light enough with the improved structural properties. Webs of the cells filled with the foam did not significantly contribute to the strength development of the deck. However, the propagation of a crack initiated in a cell is caught by the webs and limited to the inside of that cell only, which makes the load-displacement behavior of the foam-filled GFRP deck less brittle.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.349-352
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• 2008

The research conducts a four-point loading test by making two reinforced concrete beams(HSCC test specimen and conventional concrete test specimen) in order to apply an HSCC with a normal strength(30MPa) to a structure. Also, it compares and analyzes the characteristics of the flexural behavior of HSCC and conventional concrete. The stiffness and ductility of the test specimens of HSCC and conventional concrete show similar behavior, but HSCC is more effective in crack control than conventional concrete. The result of the research demonstrates that HSCC can be applied in the construction site.

• Journal of Korean Society of Steel Construction
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• v.29 no.5
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• pp.353-359
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• 2017

The purpose of this study is to evaluate the strength and behavior of the composite member in case of concrete filled steel tube embedded in concrete for application concrete filled steel tube to steel rib support in tunnel. A total of six beam specimens were prepared for steel tube in-filled with plain concrete and aerated concrete, and static bending tests were performed. As a result, the member of concrete steel tube embedded with plain concrete showed higher strength than those with aerated concrete. However, it was found that the flexural strength of member with reinforcing bar around the steel tube is more influenced by the amount of the reinforcing bar than the type of the filled concrete.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.5
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• pp.9-18
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• 2014

Interface behavior and confining effects of concrete-infilled steel tube (CFT) composite beam were investigate based on the experimental observations and numerical analyses. For this purpose, laboratory four-points bending tests were performed for the two test specimens of 1,000mm long CFT composite beams. The test beams were made of ${\phi}110mm$ and 4.5mm thick steel tube and 10mm thick steel web and bottom flange. Therefore, concrete infilled in steel tube was in compression through the entire cross section due to the web and bottom flange. Two end section conditions, with end section cap and without end section cap, were considered in experiments to monitor the relative slip displacement at ends and induce confining effects at center. In numerical aspects, finite element analysis considering steel-concrete interface behavior was performed and compared to the experimental results.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.2A
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• pp.109-118
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• 2009

A new bridge system described in this paper uses concrete-filled steel tube (CFT) girders as a replacement for conventional girders. Experimental investigations were carried out to comprehend the flexural behavior of CFT girder. Specimens were manufactured considering several parameters such as the strength of filling material, the eventual presence and number of inner shear connectors to evaluate the bending bearing capacity of CFT girder. The experimental investigation consisted of designing and constructing a test specimen and loading it to collapse in bending to check the applicability of the system. Test results showed that concrete filled steel tube girders have good ductility and maintain their strength up to the end of the loading. The stiffening effect of the ㄱ-shaped perfobond rib is determined to contribute relatively to the increase of the bending bearing capacity.

• Proceedings of the Korean Vacuum Society Conference
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• 2014.02a
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• pp.186.2-186.2
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• 2014

최근 친환경 에너지에 대한 관심이 증폭되면서 리튬이차전지에 대한 연구가 활발히 진행되고 있다. 특히 음극(anode) 물질의 경우 기존의 흑연(graphite)보다 이론적 용량이 약 10배 이상 높은 실리콘(Silicon)에 대한 관심이 매우 높다. 하지만 Si의 경우 리튬 충전거동 시 400% 이상의 부피팽창으로 몇 번의 충전/방전 싸이클(cycle)에 전극이 파괴되는 문제점을 지니고 있다. 이를 극복하기 위해 Si 나노선이 고려되고 있다. 우수한 전극특성을 갖는 Si 소재를 개발하기 위해서는 원자단위에서 Si 나노선의 리튬 충전 메커니즘을 살펴보는 것이 매우 중요하다. 하지만 기존의 시뮬레이션 기법으로는 Si 나노선의 볼륨팽창에 관한 메커니즘과 리튬 충전과정에서의 상변화(결정질에서 비정질) 과정을 설명하기는 기술적으로 매우 힘들다. 고전적인 분자동역학 방법의 경우 실제 나노스케일을 고려할 수 있지만, empirical potential로는 원자들간의 화학반응을 제대로 묘사할 수 없다. 한편 양자역학에 기반을 둔 제일원리방법의 경우 계산의 복잡성으로 현재의 컴퓨터 환경에서는 나노스케일에서 원자들의 동역학적인 거동을 연구하기 매우 힘들다. 우리는 이러한 문제를 해결하기 위해 실제 나노스케일에서 원자간 화학반응을 예측할 수 있는 Si-Li 시스템의 Reactive force field를 개발하였고, 분자동역학 계산방법을 이용하여 Si 나노선의 Li 충전 메커니즘을 규명하였다.