• Title/Summary/Keyword: 꺾임선

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A Study on the Variation of Collar Edge and Height according to the Angles of Collar Roll Line - Based on the Open Collar - (칼라 꺾임선(線) 눕힘각도(角度) 변화(變化)에 따른 외곽치수(外廓値數) 및 스탠드량 변화(變化)에 관(關)한 연구(硏究) - 오픈 칼라를 중심(中心)으로 -)

  • Lim, Ja-Young
    • Journal of Fashion Business
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    • v.9 no.2
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    • pp.143-159
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    • 2005
  • This study was done to provide basic data for clothing design and thus to contribute to the academic development at the clothing and textile area and collar roll line lay down angle variation at collar width on the open collar. The study was composed as tallows: 1. The variation at collar outer wall size increase collar roll line lay down angle size the more Increase. 2. The outer wall and stand height size increase aware at variation collar width at the more Increase. It is desirable that this study will be at help to enchancement of life style in garments and promotion of garments industury by developing the archetype basic collar pattern suitable to Korean women's garments.

Effect of Mullite on High Alumina Refractory (I) (고 알루미나질 내화물에 미치는 Mullite의 영향(I))

  • 김인섭;김세훈;박주석;강지연;이경희;이병하
    • Journal of the Korean Ceramic Society
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    • v.38 no.2
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    • pp.128-136
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    • 2001
  • 본 연구에서는 kaolin을 이용하여 반기상법, gel coating법, seed 첨가법으로 mullite를 합성하였으며 mullite 15 wt%를 고 알루미나질 내화물 원료에 첨가하여 내화물 시편을 제조하였다. 제조된 시편의 물성을 분석한 결과 seed 첨가법으로 제조된 mullite를 첨가한 시편의 물성이 338.60 MPa의 꺾임강도와 9,427 kgf/$\textrm{cm}^2$의 압축강도값을 나타내었다. 제조된 시편의 내화도 및 잔존선팽창수축률을 측정한 결과 나머지 두가지 방법으로 합성한 mullite나 일반적인 고 알루미나질 내화물에 비하여 좋은 특성을 나타내었다.

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A Study on the Combinative Patterns of Lapel and Collar in Tailored Jackets with Different Break Line (테일러드 재킷 꺽임선에 따른 라펠과 윗칼라의 조화에 관한 패턴 연구)

  • Jung, Doo-Yi;Song, Jung-A
    • Fashion & Textile Research Journal
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    • v.14 no.6
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    • pp.952-959
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    • 2012
  • This study looks into the changes in collar patterns in tailored jackets with different numbers of buttons. The study discusses the pattern design method of tailored colors in 4 different styles, such as the effect of the number of buttons of tailored jackets on collar width and length, lapel width and length, and angle of lapel and overall balance in design. Through the first dress experiment, patterns were adjusted and corrected. The second dress experiment was conducted with the modified experimental clothes. The results of comparison and analysis are as follows. The 1 button tailored jacket was most preferred for its beautiful expression and overall balance of upper color and lapel when its lapel width was 7.5 cm. The second most preferred one was the 2 button tailored jacket with lapel width of 8 cm, and the 3 button jacket showed relatively good balance when its lapel width was 7.5 cm. The 4 button tailored jacket showed a bad balance in collar and button. Also, its overall silhouette was disappointing and thus was less preferred than others. For smaller number of buttons, the angle of lapel's break line increased, thus displaying a more refined and slim silhouette. On the other hand, the angle of lapel's break line decreased for greater number of buttons, thus displaying a dull and fat image. As a result, the jacket with many buttons was less preferred.

Analysis of the collar pattern of a double-breasted tailored jacket using virtual fitting - Comparison of collar laying amount according to lapel fold line start position - (가상착의를 활용한 더블브레스트 테일러드 재킷의 칼라 패턴 분석 - 라펠 꺾임선 시작 위치에 따른 칼라의 눕힘 분량 비교 -)

  • Mi Hwa Jun ;Jeongah Jang
    • The Research Journal of the Costume Culture
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    • v.31 no.5
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    • pp.640-650
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    • 2023
  • This study aimed to suggest a suitable collar pattern by visually evaluating the appearance of the amount of collar drape by the starting position of the lapel line of a double-breasted tailored jacket using a 3d virtual fitting program. It created an avatar based on the mean size of women in their 20s (the 8th Size Korea) using clo network (double fastening: 10cm, collar width: 4.5cm, collar stand: 3cm, and lapel width: 8.5cm). The starting of the lapel twist line was waistline level, the 1/2 level of bustline and waistline, or bustline level, and collar laying amount was 4.5, 5.5, 6.5, or 7.5cm. It was evaluated by garment construction experts using 5, 6, and 4 items on the front, sides, and back, respectively. Descriptive statistics, F-test, Duncan-test, and reliability analysis were conducted using SPSS 22. When collar laying amount was 6.5cm, it was best rated regardless of the starting point. Under waist line, when collar laying amount was 6.5cm, it was best rated regardless of the starting point. When collar laying amount was large, the collar's outline length increased, resulting in unnecessary wrinkles from the neckline to the lapel, affecting the overall collar appearance. When collar laying amount was the smallest, the collar was lifted and the width was narrowed, exposing the seam connecting the collar and neckline. The length of the collar's outline varied depending on collar laying amount, which was important to make the outline sit comfortably on the body.

Finding Rectilinear(L1), Link Metric, and Combined Shortest Paths with an Intelligent Search Method (지능형 최단 경로, 최소 꺾임 경로 및 혼합형 최단 경로 찾기)

  • Im, Jun-Sik
    • The Transactions of the Korea Information Processing Society
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    • v.3 no.1
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    • pp.43-54
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    • 1996
  • This paper presents new heuristic search algorithms for searching rectilinear r(L1), link metric, and combined shortest paths in the presence of orthogonal obstacles. The GMD(GuidedMinimum Detour) algorithm combines the best features of maze-running algorithms and line-search algorithms. The SGMD(Line-by-Line GuidedMinimum Detour)algorithm is a modiffication of the GMD algorithm that improves efficiency using line-by-line extensions. Our GMD and LGMD algorithms always find a rectilinear shortest path using the guided A search method without constructing a connection graph that contains a shortest path. The GMD and the LGMD algorithms can be implemented in O(m+eloge+NlogN) and O(eloge+NlogN) time, respectively, and O(e+N) space, where m is the total number of searched nodes, is the number of boundary sides of obstacles, and N is the total number of searched line segment. Based on the LGMD algorithm, we consider not only the problems of finding a link metric shortest path in terms of the number of bends, but also the combined L1 metric and Link Metric shortest path in terms of the length and the number of bands.

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Effect of Mullite on High Alumina Refractory (I) (고 알루미나질 내화물에 미치는 Mullite의 영향(Ⅱ))

  • 김인섭;김세훈;박주석;강지연;이경희;이병하
    • Journal of the Korean Ceramic Society
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    • v.38 no.2
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    • pp.238-238
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    • 2001
  • 15% Syn M, sintered mullite(SM) and fused mullite(FM) was added to produce high alumina refractory materials. Mullite content of SM, FM and Syn M was 93.17%, 86.79%, 97.57% repectively. Mechanical properties of specimens (added 15wt% mullite) ware investigated to be flexural strength 338.60MPa, compressive stcngth 9,427kgf/㎠. But the specimen which imported mullite was added showed 5~10%l lower stregth than syn M added.

A study on the field application of high strength steel pipe reinforcement grouting (고강도 강관 보강 그라우팅의 현장 적용성에 관한 연구)

  • Shin, Hyunkang;Jung, Hyuksang;Ryu, Yongsun;Kim, Donghoon
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.21 no.4
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    • pp.455-478
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    • 2019
  • In this paper, we conducted experimental investigation on the field applicability through the verification of reinforcement effect of the steel pipe reinforcement grouting using high strength steel pipe. SGT275 (formerly known as STK400) steel pipe is generally applied to the traditional steel pipe reinforcement grouting method. However, the analysis of tunnel collapse cases applying the steel pipe reinforcement grouting shows that there are cases where the excessive bending and breakage of steel pipe occur. One of the reasons causing these collapses is the lack of steel pipe stiffness responding to the loosening load of tunnels caused by excavation. The strength of steel pipe has increased due to the recent development of high strength steel pipe (SGT550). However, since research on the reinforcement method considering strength increase is insufficient, there is a need for research on this. Therefore, in this study, we conducted experiments on the tensile and bending strength based on various conditions between high strength steel pipe, and carried out basic research on effective field application depending on the strength difference of steel pipe through the conventional design method. In particular, we verified the reinforcement effect of high strength steel pipe through the measurement results of deformed shape and stress of steel pipe arising from excavation after constructing high strength steel pipe and general steel pipe at actual sites. The research results show that high strength steel pipe has excellent bending strength and the reinforcement effect of reinforced grouting. Further, it is expected that high strength steel pipe will have an arching effect thanks to strength increase.