• 제목/요약/키워드: shrinkage method

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A STUDY ON THE POLYMERIZATION SHRINKAGE OF COMPOSITE RESIN ACCORDING TO VARIOUS LIGHT-CURING METHODS (광조사 방법에 따른 복합레진의 중합수축에 관한 연구)

  • Kwon, Oh-Jin;Kim, Jong-Soo;Kwon, Soon-Won
    • Journal of the korean academy of Pediatric Dentistry
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    • v.30 no.1
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    • pp.102-109
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    • 2003
  • The purpose of this study was to evaluate the linear polymerization shrinkage(%) and microhardness of composite resin(Z-100, 3M, USA) according to 2-step light curing method. Conventional light curing unit(Curing Light 2500, 3M USA) and 2-step light curing unit(Elipar Highlight, ESPE, Germany) were used as light source. The strain gauge method was used for determination of polymerization shrinkage(%). Samples were divided by 3 groups according to light curing methods (Group I : $450mW/cm^2$, 40sec, Group II : $650mW/cm^2$, 40sec, Group III : $150mW/cm^2$, 10sec & $650mW/cm^2$, 30sec). Preparations of acrylic molds were followed by filling and curing. Strain gauges attached to each sample were connected to a strainmeter. Measurements were recorded at each second for the total of 10 minutes including the periods of light application. And microhardness of each group after 24hours from light irradiation were measured. Obtained data were analyzed statistically using Ore-way ANOVA and/or Scheffe test. The results of the present study can be summarized as follows: 1. Composite resin in acrylic molds showed the initial expansion at the early phase of polymerization. This was followed by the contraction with the rapid increase in volume during the first 60 seconds and gradually diminished as curing process continued. 2. The lowest linear polymerization shrinkage(%) was found in group III followed by group I, II during the measuring periods. 3. Group III using 2-step curing method showed statistically significant reduction of linear polymerization shrinkage(%) compared with group I, II at 1 minute and 10 minutes from light irradiation(p<0.05). 4. The microhardness values of each group not revealed significant difference.

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Disc Tilt Error Measurement using Reconstructed Image Pattern for Holographic Data Storage (홀로그래픽 정보저장기기의 재생 이미지 패턴을 이용한 디스크 틸트 오차 측정)

  • Lim, Sung-Yong;Han, Cho-Lok;Kim, Do-Hyung;Yang, Hyun-Seok;Park, No-Cheol;Park, Young-Pil
    • Transactions of the Society of Information Storage Systems
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    • v.8 no.2
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    • pp.67-71
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    • 2012
  • Page-oriented holographic data storage (HDS) is very sensitive to the tilt error. Therefore, tilt error should be measured and compensated. Especially, mechanical tilt measurement method cannot cope with tilt error measurement because photopolymer medium has shrinkage problem. Therefore, the method to solve this problem is using the reconstructed image which can represent both tilt and shrinkage effect. In this paper, we suggest disc tilt measurement algorithm using image pattern of retrieval data.

Monitoring of Early-age Behavior of Concrete Retaining Wall by FBG Sensors (FBG센서를 이용한 콘크리트옹벽 초기재령 특성 모니터링 연구)

  • Jang, Il-Young;Yun, Ying-Wei;Kim, Young-Gune
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.89-90
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    • 2009
  • FBG temperature sensor and strain sensor has been used to monitoring shrinkage and temperature of concrete retaining wall in construction site in its casting early age. The test results indicate that this monitoring method is a practical method for monitoring concrete at very early age. The monitoring technique used in this research could be extended to monitor shrinkage and temperature for mass concrete structure.

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Effects of Creep and Shrinkage on Composite Box Girder (복합상자교량의 콘크리트 건조수축과 크리프 영향력)

  • Kim, Sung Kun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.6 no.2
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    • pp.17-22
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    • 1986
  • The primary objective of this study is to compare the effects that are caused by shrinkage and creep of a concrete bridge deck during its construction. In this study four different bridge structures were compared. Two straight box girders and two curved box girders were compared for stress changes in positive moment region and negative moment region due to the effects of concrete. The effects on displacement behavior by the assumed section length by concrete placement were also studied. The analyses were performed by using Vlasov equation and finite difference numerical method to solve the governing differential equation.

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Biased SNR Estimation using Pilot and Data Symbols in BPSK and QPSK Systems

  • Park, Chee-Hyun;Hong, Kwang-Seok;Nam, Sang-Won;Chang, Joon-Hyuk
    • Journal of Communications and Networks
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    • v.16 no.6
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    • pp.583-591
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    • 2014
  • In wireless communications, knowledge of the signal-to-noise ratio is required in diverse communication applications. In this paper, we derive the variance of the maximum likelihood estimator in the data-aided and non-data-aided schemes for determining the optimal shrinkage factor. The shrinkage factor is usually the constant that is multiplied by the unbiased estimate and it increases the bias slightly while considerably decreasing the variance so that the overall mean squared error decreases. The closed-form biased estimators for binary-phase-shift-keying and quadrature phase-shift-keying systems are then obtained. Simulation results show that the mean squared error of the proposed method is lower than that of the maximum likelihood method for low and moderate signal-to-noise ratio conditions.

An Analysis of the Crack Cause of Concrete Faced Rockfill Dam (사력댐 차수벽 콘크리트의 균열원인 분석)

  • Chae, Young-Suk;Lee, Myeong-Gu
    • Journal of the Korean Society of Safety
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    • v.27 no.6
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    • pp.133-137
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    • 2012
  • Cracking may be used to help predict the cause of deterioration of concrete, since in many cases characteristic cracking patterns are produced. The purpose of this paper is an analysis of the crack cause occurred in concrete faced rockfill dams. We analyzed the concrete placement methods, cracking pattern, the inspection of crack depth by the ultrasonic pulse velocity method, and the measurement of heat of hydration, environmental condition, and so on. In this study, the crack cause of concrete faced rockfill dam is the wrong method of concrete placement, high temperature difference by cement of heat of hydration and concrete of drying shrinkage.

Rapid Tooling : Challenge to Net Shape by Powder Casting (급속금형제작 (1): 분말주조에 의한 정형(正形)에의 도전)

  • 임용관;김범수;정해도;배원병
    • Journal of the Korean Society for Precision Engineering
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    • v.15 no.7
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    • pp.85-90
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    • 1998
  • The business of manufacturing is increasingly becoming time-compressing, precise and long-life oriented, owing to various needs from the consumers and harsh global competition. With the emergence of the layer laminate manufacturing method, it is possible to produce prototypes directly from 3D CAD and additive process, the production time and cost have shortened dramatically. However there are some problems like surface-step, dimensional deviation and warp. A newly developed powder casting is suitable for rapid-manufacturing metallic tools. Powder casting can serve as a promising rapid tooling method because of high density characteristics and low dimensional shrinkage below 0.1% during sintering and infiltration. By this process, we have realized significant time savings bypassing the wait for prototype tooling and cost savings eliminating the expense of conventional prototype tooling process.

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A newly-designed method to measure liner polymerization shrinkage

  • Ikejima, Iwao;Matsuzawa, Norihiko;Momol, Yasko;Kohno, Atsushi
    • Proceedings of the KACD Conference
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    • 2003.11a
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    • pp.604-604
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    • 2003
  • I. Objectives Newly-designed method was evaluated to measure the linear polymerization shrinkage of light-cured resin composites. II. Materials and Methods A resin composite(Clearfil AP-X, Kuraray, Japan) was filled into a vinyl-polysiloxan mold(1 to 8mm-depth, and 7mm-diameter). As indicators, 4 beads(Retention Beads 2 SS, GC, Japan;particle size $200{\;}\mu\textrm{m}$) were placed diagonally on the resin surface of a mold. The coordinates (x, y, z, pasition) of each indicator were measrued by a measuring-microscope after which the resin surface was irradiated by a curing-light source(Optilux 500, Demetron/Kerr, USA) for 40 sec. After 20 sec the coordinates were again measured.(omitted)

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Prediction of Differential Column Shortening for Reinforced Concrete Tall Buildings (시공단계를 고려한 철근콘크리트 고층건물 기둥의 부등축소량 해석)

  • Lee, Tae-Gyu;Kim, Jin-Keun;Song, Jin-Gyu
    • Magazine of the Korea Concrete Institute
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    • v.11 no.1
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    • pp.99-107
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    • 1999
  • In this paper, the prediction method of the differential column shortening for cracked reinforced concrete tall buildings due to the construction sequence is presented. The cracked sectional properties from the strain and curvature of the sectional centroid is directly used. And the stiffness matrix of concrete elements considering the axial strain-curvature interaction effect is adopted. The creep and shrinkage properties used in the predictions were calculated in accordance with ACI 209, CEB-FIP 1990, and B3 model code. In order to demonstrate the validity of this algorithm, the prediction by the proposed method are compared with both the results of the in-situ test and the results by other simplified method. The proposed method is in good agreement with experimental results, and better than the simplified method.

An Application of the Clustering Threshold Gradient Descent Regularization Method for Selecting Genes in Predicting the Survival Time of Lung Carcinomas

  • Lee, Seung-Yeoun;Kim, Young-Chul
    • Genomics & Informatics
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    • v.5 no.3
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    • pp.95-101
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    • 2007
  • In this paper, we consider the variable selection methods in the Cox model when a large number of gene expression levels are involved with survival time. Deciding which genes are associated with survival time has been a challenging problem because of the large number of genes and relatively small sample size (n<