• Proceedings of the SAREK Conference
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• 2005.06a
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• pp.63-63
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• 2005

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.43 no.10
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• pp.52-64
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• 2014

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.18 no.5
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• pp.427-436
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• 1989

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.4
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• pp.141-148
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• 2005

The nonlinear humidity distribution occurs due to the moisture diffusion when a concrete is exposed to an ambient air. This nonlinear humidity distribution induces shrinkage cracks on surfaces of the concrete. Because shrinkage cracks largely affect the durability and serviceability of concrete structures, the moisture diffusion in concrete must be investigated. The purpose of this paper is to propose a model of the moisture diffusion coefficient that governs moisture diffusion within concrete structures. To propose the model, numerical analysis was performed with several experiments. Because the moisture diffusion coefficient is changed with aging, especially at early ages, the proposed model includes aging effect by terms of the porosity as well as the humidity of concrete.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2017.05a
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• pp.1026-1030
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• 2017

In this study, we propose an supersonic diffuser that is one of test facilities for hypersonic propulsion engine, and conduct numerical analyses and cold flow test using each diffuser as the corresponding variable. Specifically, inner flow characteristics are computed based on mach number and pressure by the numerical analyses. Also, we test through cold flow test the pressure in the vacuum chamber and the inner pressure that is formed by the wall pressure. Finally, we compare the results from cold flow test and the numerical analyses, and report a preliminary result that might be useful to construct a better test facility of hypersonic propulsion engine in the future.

• Journal of Welding and Joining
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• v.2 no.1
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• pp.1-3
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• 1984

$CO_2$ 편면 용접은 편면 잠호 용접과 함께 작업 능률 향상, 작업 환경 개선 등의 잇점을 가지고 있어 국내의 조선소에서 많이 사용하고 잇는 용접 기법 중의 하나이다. $CO_2$ 편면 용접을 시공하기 위해서 가접보다는 strong back을 많이 사용하는데 strongback의 부착은 전 면과 후면에 부착시키는 2가지 경우가 있다. strongback을 전면에 부착할 경우 아아크는 strongback의 위치마다 중단된다. 후면에 부착할 경우 strongback으로 인한 아아크 중단은 없 어지나 용접사가 자세를 바꾸지 않고 한 번에 용접할 수 있는 최대 용접장은 1m정도이다. 이때 용접장 1m마다 아아크는 중단되게 된다. 이러한 아아크 중단부에는 용착 금속의 수축으로 인한 수축공(shrinkage hole)이 내재되어 용접 금속의 품질을 떨어뜨리므로 이를 제거하기 위해 용접 중 또는 용접 후에 gouging을 해야할 필요가 생긴다.

• Journal of the Korean Ceramic Society
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• v.37 no.9
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• pp.879-886
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• 2000

고온용 전기.열 절연재의 유리모재로 사용하기 위한 산화크롬함유 인산염 유리 복합체의 소결거동, 물성, 그리고 미세구조변화를 연구하였다. 단미의 유리는 점성유동에 의한 1단계 소결수축을 보이나 복합체는 점성유동 및 반응 액상소결에 의한 2단계 수축을 보였다. 단미 유리는 소결온도 증가에 따라 재기공율이 감소하고 기공크기가 작아지지만 93$0^{\circ}C$ 이사에서는 폐기공이 생성되면서 기공이 성장함을 보였다. 복합체 소결밀도는 산화크롬 증가에 따라 감소하였으며, 특히 산화크롬 40% 이상에서는 percolation에 의해 소결수축율이 급격히 저하하였다. 복합체의 곡강도는 산화크롬 증가에 따라 거의 직선적으로 감소한 반면 열팽창율은 오히려 급속히 증가함을 보였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.5
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• pp.116-122
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• 2016

This study was intended to evaluate the properties of concrete incorporating stone powders which are created during crushing natural stones to produce crushed aggregates. For concretes with 0~30 wt.% partial replacement fine aggregates with stone powders, experiments of slump, air content, strength and drying shrinkage were carried out. The experiments found that the increase of the amount of stone powders sharply decreased slump and air content. Partially using stone powders instead of fine aggregates was found to increase both compressive and tensile strength slightly. Substituting higher amount of stone powders presented higher drying shrinkage. When HRWRA was added into the concrete with stone powders in order to obtain workability similar to that of plain concrete without stone powders for the same water-cement ratio and unit weight of cement, air content increased with the amount of HRWRA but strength and drying shrinkage were hardly affected by adding HRWRA.

• Journal of the Korea institute for structural maintenance and inspection
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• v.19 no.3
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• pp.39-47
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• 2015

In this study, the properties of strength and drying shrinkage of alkali-activated slag cement (AASC) with magnesium oxide (MgO) contents between 0 and 16 wt% were investigated. The ground granulated furnace blast slag (GGBFS) was activated by potassium hydroxide (KOH) and dosage of activator was 2M and 4M. The MgO was replaced with 2% to 16% of GGBFS by weight. The water-binder ratio (w/b) was 0.5. In the result, the higher MgO content leads to a slightly higher degree of reaction and thus to a higher compressive strength at all ages. The compressive strength and ultra sonic velocity (UPV) increased with increases MgO contents. The drying shrinkage of AASC was decreased as the contents of MgO increases. The results from SEM confirmed that there were densified reaction product of higher MgO content specimens.

• Journal of the Korea institute for structural maintenance and inspection
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• v.27 no.4
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• pp.78-85
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• 2023

In this study, synthetic fibers were applied to reduce shrinkage cracks that may occur in mortar produced by 3D printer. We used a biopolymer in powder form made from cactus stem (CS) as an admixture. The material properties of 3D printed mortar were experimentally evaluated. Replacing methylcellulose(MC) with 10% CS increases compressive strength by 9.84-23.92% regardless of the casting method. In addition, regardless of the casting method, shrinkage change, freeze-thaw resistance, and crack resistance are more effective than Plain. Incorporation of CS increases the polysaccharide macromolecular structure and improves durability. Mortars reinforced with synthetic fibers do not affect compressive strength and freeze-thaw. It is also effective for shrink deformation and crack resistance. Incorporating CS and fibers from 3D-printed mortar was found to be effective for durability and crack resistance.