• 제목/요약/키워드: relaxation shrinkage

검색결과 66건 처리시간 0.025초

위편포의 수축에 관한 연구 (A Study on Shrinkage the Weft Knitted Fabrics)

  • 성백주;최석철;정순영
    • 한국의류학회지
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    • 제4권1_2호
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    • pp.25-33
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    • 1980
  • The studies on shrinkage and characteristics of the weft knitted fabrics were investigated under the various dry and wet treating conditions. Various relaxation values were found out according to treating conditions. The characteristics of knitted fabrics such as shrinkage rate, thickness, spirality, elongation and recovery were also measured. The used knitting yams were OE (open-end) cotton and POY (pre-oriented yarn)-DTY (draw textured yam) polyester. The conclusions obtained in this study are as follows. 1. In case of dry relaxation little change of Ks values was seen with increasing time after 48 hours. So it was found that relaxation shrinkage of dry relaxation reached its maximal state in about 48 hours. 2. In case of wet relaxation, higher Ks values were observed, in comparision with those of dry one and higher shrinkage rates were also observed. But when experimental temperature was constant, sudden marked increases in Ks values and shrinkage rates appeared through the initial 4 hours, and after that time little change was seen in them. 3. As Ks value increases, thickness also increased. But thickness showed to some degree stability around Ks value 23. 4. As Ks value increases, spirality values also increased gradually. But little change of spirality values was observed above a certain Ks values (cotton 22.5, polyester 21.5). 5. As Ks value increases, the elongation decreased under a certain load, and the recovery was random.

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편성조직과 편성밀도에 따른 외의용 면위 편성포의 형태 안정성에 관한 연구 (Studies on Dimensional Properties of Cotton Weft-Knitted Fabrics for outerwear)

  • 김영리
    • 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.

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면 편성물의 방염처리에 의한 형태안정성의 변화 (Changes of Dimensional Stability of Cotton Knitted Fabrics after Flame Resistant Treatment)

  • 지주원
    • 한국의류학회지
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    • 제29권9_10호
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    • pp.1274-1284
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    • 2005
  • Effect of fixation methods and relaxation treatment on the dimensional stability and physical properties of MDPPA/HMM treated cotton knitted fabrics were studied. Combination of four different fixation methods - relaxation, swelling agent treatment, pad dry cure fixation, and wet fixation - were applied to flame retardant finish of 4 kinds of cotton knitted fabric with MDPPA/HMM. Then these fabrics were washed 10 times. As a result, In swelling treatment on 10G showed relatively higher value of length shrinkage than 14G. Length and width shrinkage were increased by initial washing treatment and no further change was shown after 6 washing cycles. After 10 washing cycles, length and width shrinkage decreased. The KES standardized basic value of B/W, 2HB/W and bursting strength of interlock were relatively larger than those of single jersey. The values of B/W and 2HB/W of cotton knitted fabrics were increased by relaxation and washing treatment but were decreased by swelling treatment. In addition, the bursting strength of the cotton knitted fabrics was decreased after fusing, washing and relaxation treatment.

Polylactic acid(PLA) 위편성물의 수축특성과 형태안정성에 관한 연구 (A Study on the Shrinkage and Dimensional Characteristics of the Weft Knitted Fabrics with Polylactic acid(PLA) Yarn)

  • 최재우;장봉식;이은우
    • 한국산업융합학회 논문집
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    • 제16권2호
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    • pp.47-52
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    • 2013
  • Aim of this study is to investigate the dimensional and shrinkage characteristics of the weft knitted fabrics with Polylactic acid(PLA) knitted yarn. This PLA knitted yarn was made of the biodegradability fiber. The structure of weft knitted fabrics that was utilized for this study is the plain stitch, which is the most basic structure among all weft knitted fabrics. As the stitch length is shorter, the stitch density, courses density, and wales density are more increasing. The stitch density increased as pre-treatment process and dyeing process progressed. On the contrary, the heat setting process made it decreasing. The MR(Machine Relaxation) and DR(Dry Relaxation) standard area shrinkage were increasing as wet process progressed and as the stitch lengths are long.

고층건물 콘크리트 슬래브의 건조수축응력 해석에서 철근의 구속효과 (The Effect of Internal Restraint of Rebar in Shrinkage Stress Analysis of Concrete Slab in Multistory Building)

  • 김한수;김재건
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2006년도 정기 학술대회 논문집
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    • pp.496-499
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    • 2006
  • In this study, a practical method of shrinkage stress analysis on concrete slab in multi-story building is proposed, which considers both internal restraint and external restraint variation resulting from construction sequence. The shrinkage stress due to external restraint is obtained by multiplying relaxation coefficient to elastic shrinkage stress. The additional shrinkage stress due to internal restraint is obtained by residual strain of the elastic analysis. A verification example was analyzed and compared by the proposed method and commercial analysis program that is capable of time-dependent analysis of concrete. The results of 10-story example building show that the internal restraint of reinforcement increases the shrinkage stress considerably at the slabs under loose external restraint.

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공항 콘크리트 포장 설계를 위한 환경하중 산정방법 개발 (Development of Environmental Load Calculation Method for Airport Concrete Pavement Design)

  • 박주영;홍동성;김연태;정진훈
    • 대한토목학회논문집
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    • 제33권2호
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    • pp.729-737
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    • 2013
  • 콘크리트 포장의 환경하중은 온도하중과 수분하중으로 구분할 수 있으며, 이는 콘크리트 슬래브 내의 온도분포와 건조수축 및 크리프를 의미한다. 본 연구에서는 공항 콘크리트 포장의 역학적 설계에 필요한 환경하중을 산정할 수 있는 방법을 개발하였다. 먼저, 대상 지역과 설계 슬래브 두께를 결정한 후, 포장 온도 예측 프로그램을 사용하여 예측된 슬래브 깊이에 따른 콘크리트 온도분포를 등가선형 온도차이로 환산하였다. 기존 건조수축 예측 모형을 개선하여 지역별 상대습도를 고려하여 콘크리트의 건조수축을 예측한 후 부등건조수축 등가선형 온도차이로 환산하였다. 또한, 응력이완을 건조수축에 반영하였다. 결국, 온도에 의한 등가선형 온도차이와 수분에 의한 부등건조수축 등가선형 온도차이를 합하여 최종 환경하중인 총 등가선형 온도차이를 산정하였다. 적용 예를 보이기 위해 지역별 기상조건을 대표할만한 국내 민간공항 8곳 및 군공항 2곳의 환경하중을 본 연구에서 개발된 방법으로 계산하고 비교하였다.

고로슬래그시멘트 및 내한촉진제를 사용한 콘크리트의 수축균열특성에 관한 연구 (A Study on the Shrinkage Cracking Properties of Concrete by Using Blast Furnace Slag Cement and Frost-Resistant Accelerator)

  • 최형길;최희섭
    • 한국건축시공학회지
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    • 제19권2호
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    • pp.123-130
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    • 2019
  • 환경부하저감 및 동절기 시공의 효율을 위해 환경부하저감형 한중콘크리트 시공기술로서 고로슬래그시멘트와 내한촉진제를 병용한 콘크리트에 있어 열화의 기점이 되는 수축균열에 관해 검토했다. 그 결과, 고로슬래그시멘트 및 내한촉진제를 첨가함으로서 자유수축변형량 및 동일재령에 있어서 균열포텐셜은 증가하는 경향으로 구속조건하에서의 균열의 발생도 빠른 것을 확인할 수 있었다. 이것은, 자유수축변형량의 증가와 함께 크리프에 의한 응력 이완량의 감소나 구속도의 증가 등이 원인으로서 생각할 수 있으며, 동절기 시공에 있어서 고로슬래그 및 내한촉진제를 적용할 때는 수축에 의한 균열발생에 대해 검토할 필요가 있다고 판단된다.

Time dependent service load behaviour of prestressed composite tee beams

  • Uy, Brian
    • Structural Engineering and Mechanics
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    • 제5권3호
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    • pp.307-327
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    • 1997
  • This paper is concerned with the time dependent service load behaviour of prestressed composite tee beams. The effects of creep and shrinkage of the concrete slab are modelled using the age adjusted effective modulus method and a relaxation approach. The tendon strain is determined considering compatibility of deformations and equilibrium of forces between the tendon and the composite tee beam. A parametric study is undertaken to study the influence of various aspects on the stress, strain and deformations of the concrete slab, steel beam and prestressing tendon. The effect of loading type and tendon relaxation has also been considered for various types of prestressing tendon materials. Recommendations are then made in relation to adequate span to depth ratios for varying levels of prestressing force.

FAST 시스템에 의한 신사복지의 외관성능 평가 (Evaluation of Appearance Capacity of Fabrics for Men's Suit by FAST System)

  • 김정숙
    • 한국의류산업학회지
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    • 제8권5호
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    • pp.591-596
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    • 2006
  • In order to analyze the tailorbility of different fabrics for men's suit, FAST system has been used for measuring the distribution of mechanical properties in this study. As results, cashmere mixed woolen fabrics showed the minimum degree in relaxation shrinkage, formability, and shear rigidity than any other fabrics, and also showed more than 6% as maximum level of extensibility. Thus, cashmere mixed woolen fabrics requires careful tailoring in lay-out, marking, and cutting. It is necessary to establish new tailoring criteria for automatic sewing with cashmere mixed woolen fabrics than any other fabrics, because they show more failure rate of tailorbility. There have been noticeably more variation of shrinkage and extension for woolen fabrics with cashmere mixed than 100% woolen fabrics by evaluating the formability of the suits when these are completed to suits through cutting and tailoring from fabrics. Especially nylon mixed woolen fabrics showed shrinkage overall, but polyester mixed woolen fabrics showed extension at waist area. Thus, it is necessary to adjust the appropriate overfeed rate considering the amount of shrinkage and extension while tailoring.

수축대를 사용한 고층건물 콘크리트 슬래브의 건조수축응력 해석 (Shrinkage Stress Analysis of Concrete Slab with Shrinkage Strip in Multi-Story Building)

  • 김한수;조석희
    • 콘크리트학회논문집
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    • 제14권5호
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    • pp.726-733
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    • 2002
  • 수축대는 큰 부재를 공사기간 중 일정기각 동안 몇 개의 부분으로 나누어 부재내의 인장 응력을 유발시키지 않으면서 상당량의 건조수축이 발생하도록 하여 건조수축으로 인한 응력을 감소시키는 역할을 하는 일시적인 조인트이다. 본 연구에서는 시공단계와 크리프에 의한 응력완화 효과를 고려한 건조수축응력해석 방법을 바탕으로 수축대의 효과를 해석할 수 있는 방법을 제안하였다. 제안된 해석방법을 10층 규모의 예제 구조물에 적용하여 얻은 결과는 다음과 같다. 수축대의 응력감소효과는 수축대가 설치된 층에만 적용되며 다른 층 슬래브에는 오히려 건조수축응력을 다소 증가시키게 된다. 수축대의 메움시기 변화에 따른 건조수축응력 감소효과는 콘크리트모델의 건조수축변형량의 시간에 따른 변화와 유사한 양상을 보이고 있으며 수축대를 메우기 전에 발생한 건조수축변형량이 많을수록 수축대의 응력감소효과가 증가한다.