• 전기전자학회논문지
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• 제23권1호
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• pp.107-111
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• 2019

FPD(Flat Panel Display) WET(습식) 장비의 히터 사용은 필수로 사용된다. 히터 사용에 따른 단선과 과열로 인한 전기사고가 다발하여 안전적인 전기 계통도 및 인터락이 필요하다. 따라서 본 논문에서는 FPD WET장비에 들어가는 전기 계통도 및 인터락을 제안하였다. 레벨센서, 과열방지기, SSR heater sink와 같은 하드웨어 인터락을 넣었으며, 전기 계통도로써는 ELB-MC-SSR-EOCR-Heater로 구성되어 있다. 인터락 발생시 마그네틱 컨텍터(MC)가 오프되어 Heater의 전원을 차단하는 방식이다. 전기적 과전류 보호장치인 EOCR 과전류, 부족전류, 단선 체크를 하면서 히터에 이상 있을 시 MC를 차단하는 인터락이 구성되어 있다. 이러한 회로 구성 및 인터락은 WET 장비 뿐만 아니라 히터가 들어가는 어떠한 장비에도 유용할 것으로 보인다.

• 복식문화연구
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• 제25권4호
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• pp.448-457
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• 2017

This study aims to analyze the changes in the mechanical properties of interlock fabrics knitted with three types of fibers (i.e., cotton, wool, and polyester) by bonding fusible interlinings with varying deniers (i.e., 10D, 20D, and 30D) for a 3D virtual try-on system. We experimented with four properties and thicknesses of twelve specimens of interlining bonded knitted fabrics including face fabrics and interlinings. The results showed that the tensile property changed values (i.e., LT increased, and WT and RT decreased) according to the denier of interlinings; however, the change was slight. On the other hand, the bending property increased significantly as the denier of the interlining increased on both the wale and the course. Among shearing properties, the value of G increased as the denier of the interlining increased on both the wale and the weft; however, 2HG decreased. Additionally, changes in the compression property varied according to the fibers and the denier of the interlinings. The thickness of the knitted fabrics increased or decreased slightly by bonding the interlining. based on these results, we conclude that the 3D virtual system users need to reflect these numerical changes of interlock fabrics by bonding interlinings when they perform fitting tasks on the screen to accurately express the to accurately express the manufacturing conditions of the real garment.

• 한국의류학회지
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• 제21권1호
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• pp.170-181
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• 1997

The purpose of this study was to determine the effect of knit structure and knit density (machine tightness factor) on the dimensional properties and K1-4 values of weft-knitted fabrics followed over eleven cycles of mechanical relaxation to provide the basic data for constructing weft-knitted fabrics for outwear with excellent dimensional stability The eighteenth weft-knitted fabrics were produced with different knit structure (1$\times$1 rib, half-cardigan rib, half-milano rib, interlock, single pique, crossmiss interlock) and machine tightness factor (loose, medium, tight) for this study. Dimensional properties such as width, lengh, area shrinkage and dimensional parameter (K) of eighteenth knitted fabrics including thickness and bulk property were measured. The results were as follows; 1. The dimensional behavior of the Ix1 rib and interlock in relaxation cycles was anisotropic, i.e., length shrinkage was usually associated with a width expansion, whereas the other weft-kntted fabrics which have tuck or miss loops in the knit structure behaved isotropically, i.e., length and width shrinkages were usually found. It was proposed that the difference in dimensional behavior between these structures was due to the dissimilar nonrelaxed geometrical shapes of the individual structural units forming these weft-knitted structures. The mechanical relaxation shrinkage of weft-knitted cotton fabrics was dependent on the tightness of construction. For a range of fabrics knitted on this study, an increase in fabric tightness caused a decrease in the length shrinkage of the fabric accompanied by an increase in its width shrinkage.

• Advances in concrete construction
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• 제7권3호
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• pp.191-201
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• 2019

Bamboo concrete bond behaviour is investigated through pullout test in this work. The bamboo strip to be used as reinforcement inside concrete is first treated with chemical adhesive to make the bamboo surface impermeable. Various surface coatings are explored to understand their water repellant properties. The chemical action at the bamboo concrete interface is studied through different chemical coatings, sand blasting, and steel wire wrapping treatment. Whereas mechanical action at the bamboo concrete interface is studied by developing mechanical interlock. The result of pullout tests revealed a unique combination of surface treatment and grooved bamboo profile. This combination of surface treatment and a grooved bamboo profile together enhances the strength of bond. Performance of a newly developed grooved bamboo strip is verified against equivalent plain rectangular bamboo strip. The test results show that the proposed grooved bamboo reinforcement, when treated, shows highest bond strength compared to treated plain, untreated plain and untreated grooved bamboo reinforcement. Also, it is observed that bond strength is majorly influenced by the type of surface treatment, size and spacing of groove. The changes in bamboo-concrete bond behavior are observed during the experimentation.

• 한국의류학회지
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• 제30권6호
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• pp.870-879
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• 2006

In this study, the difference in the mechanical properties of silver and cotton weft knitted fabrics was studied. Six silver fabrics for the summer ladies' knit outwear were knitted varying knit structure and fabric density. Two commercial cotton knitted fabrics were selected to compare the properties. subjective sensation of hand of the fabrics was also studied. Mechanical properties of the fabric samples were measured by KES-FB system. From these, primary hand values(HV) were evaluated by the conversion equation (KW-403-KTU) and the total hand value(THV) was carried out according to the KW-304 Summer. The result of the research show that silver weft knitted fabrics had lower LT, RT, G, 2HG and higher EM, W, LC, WC, RC than cotton weft knitted fabrics. The use of silver yam contributed to increase in surface roughness of knitted fabrics. As the silver knitted fabrics became thicker compressional energy increased. The use of silver yarns contributed to much better fabric handle compared with the use of cotton yam only. It appeared that coefficient of friction of tuck stitch was larger than that of plain and interlock stitch. KOSHI and FUKURAMI values of the tuck samples were significantly higher than those values of the plain and interlock samples, while SHARI values were low in general. The total hand value of tuck stitch was higher than those of interlock and plain stitch.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.485-488
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• 2004

Steel encased composite columns have been used for buildings and piers of bridges. Since column section for pier is relatively larger than that of building columns, economical steel ratio need to be investigated for the required performance. Composite action between concrete and embedded steel sections can be obtained by bonding and friction. However, the behavior. of the column depends on the load introduction mechanism. Compression can be applied to concrete section, steel section and composite section. In this paper, experiments on shear strength of the steel encased composite column were performed to study the effect of confinement by transverse reinforcements, mechanical interlock by holes, and shear connectors. Shear strength obtained from the tests showed considerably higher than the design value. Confinement, mechanical interlock and stud connectors increased the shear strength and these values can be used effectively to obtain composite action of SRC columns.

• 한국의류산업학회지
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• 제1권3호
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• pp.280-287
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• 1999

본 연구의 목적은 위편성포의 역학적 성질값들의 조합값이 직불의 변형거동에 어떠한 영향을 미치는지에 대하여 편성조직과 편성밀도를 달리하여 살펴보고자 하였다. 위편성포 6종류를 선택하여 ($1{\times}1$ 고무편, 편반편, 편대편, 인터록편, 싱글피케, 크로스미스 인터록) 각각 편성밀도를 3가지(loose, medium, tight)로 달리하여 총 18종류의 위편성포를 제작하였다. 단위면적당 무게에 대한 굽힘 히스테리시스의 비인 2HB/W는 모든 편성조직에서 편성밀도가 증가함에 따라 커지며 싱글니트보다는 더블니트에서 더 큰 값을 보인다. 전단성질 중 탄성성분에 대한 소성성분의 비인 2HG/G는 모든 편성조직과 편성밀도에서 3이상의 매우 높은 값을 나타냈다. 표면의 요철변동에 대한 마찰계수의 변동비, 즉 MMD/SMD값은 편성밀도가 커질수록 감소하여 표면상태가 평활해짐을 알 수 있으며 더블 니트가 싱글니트보다 더 적은 값을 나타내어 표면의 평활도가 훨씬 우수한 것으로 나타났다.

• 대한조선학회논문집
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• 제57권3호
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• pp.168-174
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• 2020

Recently, the size of Liquified Natural Gas (LNG) carriers has been increasing, in turn increasing the load generated during operation. To handle this load, the thickness of LNG Cargo Containment Systems (CCSs) should be increased. Despite increasing the thickness of LNG CCSs, a secondary barrier is still used in conventional thickness. Therefore, the mechanical performance of the existing secondary barrier should be verified. In this study, tensile test of the secondary barrier was performed to evaluate mechanical properties under several low- and cryogenic-temperature conditions considering LNG environment, and in each fiber direction considering that the secondary barrier is composed of anisotropic composite materials depending on the glass fibers. Additionally, the coefficient of thermal expansion was measured by considering the degradation of the mechanical properties of the secondary barrier caused by the generated thermal stress during periodical unloading. As a result, the mechanical performance of secondary barrier in the Machine Direction (MD) was generally found to be superior than that in the Transverse Direction (TD) owing to the warp interlock structure of the glass fibers.

• KCI Concrete Journal
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• 제12권2호
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• pp.23-30
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• 2000

This paper presents behavior of concrete pavement at transverse joint subject to static test load. The test was conducted on 1/10 scale model in the laboratory. Load transfer across the crack is developed either by the interlocking action of the aggregate particles at the faces of the joint or by a combination of aggregate interlock and mechanical devices such as dowel bars. In this study, significant three variables considered to the performance of joints were selected. : (a)diameter of dowel bars(2.5mm, 3.0mm, 4.0mm), (b)presence or absence of dowel bars, (c)aggregate types(crushed stone, round stone). Experimental results were analyzed to find relationships among displacement of discontinuous plane at jointed slab, load transfer efficiency and joint opening, etc. Displacement of discontinuous plane at joint was decreased according to the increase of dowel bar diameter. In addition, it is found that model slabs made using crushed stone had better load transfer characteristics by aggregate interlock than model slabs made using similarly graded round stone. Displacement of discontinuous plane was increased according to the increase of loading. In addition, it was decreased as dowel diameter(2.5mm, 3.0mm, 4.0mm) was increased. In the case of slab without dowel bars, displacement of discontinuous plane was greatly increased and load transfer effciency of slab applied crushed stone was shown 30 percent greater than round stone. In addition, load transfer efficiency of slabs, which were made using crushed and round stone without dowel bars, was decreased to 20 percent and 30 percent, respectively as it was compared with slabs made us-ing dowel bars.

• 전력전자학회논문지
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• 제13권5호
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• pp.383-390
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• 2008

본 논문은 산업현장에서 중요부하에 안정적인 전원공급을 하기 위하여 설치한 Static Transfer Switch (STS)의 사이리스터(SCR)가 평균 2%대의 고장으로 문제가 되고 있어 이를 방지하고자 SCR 양단에 기계적인 접점스위치를 병렬로 연결시키고 SCR은 병렬스위치가 동작 가능한 구간인 $12{\sim}208$[mS] 구간에만 기능을 수행하도록 구성하였다. 또한 두 개의 입력 중 어느 한쪽이 단락 또는 지락 사고가 발생되더라도 다른 한쪽의 경로와 부하에 영향을 주지 않도록, 두 개의 입력이 동시 투입되는 시간을 차단하는 ISC (Ideal State Conditioning Interlock Device) - STS 시스템을 제안하였다. 이 제안으로 년간 0.89회의 전환 동작 시에만 SCR이 역할을 하고 전환시점 이후에는 병렬스위치가 전원공급계통의 역할을 함으로서 SCR의 피로도를 현저히 감소시켜 고장률을 감소시킬 뿐만 아니라 고장이 발생된 경우라도 부하에는 영향을 미치지 않아 중요부하의 전원공급에 대한 신뢰성을 높이는데 기여할 수 있다.