• Title/Summary/Keyword: 안정성 비

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Characteristics of Mayonnaise Prepared with Palm Oil (팜유의 사용에 의한 마요네즈의 품질 특성)

  • Kim, Jae-Wook;Hong, Ki-Ju;Chung, Byoung-Sang;Hur, Jong-Wha
    • Korean Journal of Food Science and Technology
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    • v.29 no.2
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    • pp.261-265
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    • 1997
  • To know the availability of double fractionated palm olein (DFPL) for vegetable oil in commercial mayonnaise preparation, oxidative stability and stability to cold test of DFPL, soybean oil and blended oils (blended soybean oil with DFPL) were tested. Mayonnaises with these oils were prepared and then emulsion stability at low temperature $(-5^{\circ}C)$ were compared. The oxidative stability of vegetable oil by Rancimat test showed that induction time of DFPL (26.9 hr) was longer when compared with soybean oil (13.4 hr), and became longer with increase of DFPL ratio in the blended oil. Emulsion stability of mayonnaises at low temperature $(-5^{\circ}C)$ was decreased with the increase of DFPL ratio in the blended oil. But, mayonnaise with blended oil of below 20% DFPL was comparable to that with soybean oil only. Among quality characteristics of mayonnaises with soybean oil and blended oil (soybean oil 85% plus DFPL 15%) the latter showed stronger oxidative stability and less flavor reversion during high temperature treatment. This result suggested that the possibility of DFPL to substitute for vegetable oil in the preparation of commercial mayonnaise.

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Treatment and posttreatment changes following intrusion of maxillary posterior teeth with miniscrew implants for open bite correction (Miniscrew implant를 이용한 상악 구치부 압하와 개방교합 치료의 효과 및 안정성)

  • Lee, Han-Ah;Park, Young-Chel
    • The korean journal of orthodontics
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    • v.38 no.1
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    • pp.31-40
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    • 2008
  • Objective: This study investigated the skeletal and dentoalveolar changes after intrusion of maxillary posterior teeth using miniscrew implants during the treatment and posttreatment period. Method: The subjects consisted of 11 adults (1 male, 10 females) whose open bites were treated by posterior teeth intrusion with miniscrew. The lateral cephalometric x-rays of pre-treatment, post-treatment, and the retention period were evaluated. Results: The average intrusion of maxillary posterior teeth at the end of the treatment period was 2.22 mm (p < 0.001) and the average extrusion of maxillary posterior teeth at the end of the 17.4 month retention period was 0.23 mm (p = 0.359). The relapse rate was calculated at 10.36%. A decrease in overbite after the 17.4 month retention period was 0.99 mm (p < 0.05). The relapse rate was calculated at 18.10%. The skeletal changes and vertical height change of maxillary posterior teeth during the retention period was statistically insignificant, but there was a significant decrease in overbite (mean 0.99 mm, p < 0.05). The amount of intrusion and the overbite improvement from treatment significantly correlates to the degree of relapse. Conclusions: The results indicate that intrusion of the maxillary posterior teeth using miniscrews is an effective, non-surgical treatment modality which can reasonably be used to address adult open bite.

Evaluation of Structural Stability for a 75-tonf Class Thrust Chamber Mixing Head (75톤급 연소기 헤드부의 구조안정성 평가)

  • Ryu, Chul-Sung;Lee, Keum-Oh;Choi, Hwan-Seok
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2011.11a
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    • pp.515-519
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    • 2011
  • Structural tests for the mixing head of a 75tonf class thrust chamber were performed to verify structural stability. The mixing head of a thrust chamber is loaded by high pressure with regeneratively cooled fuel and cryogenic liquid oxygen(LOx) as well as it transfers thrust load generated by liquid rocket engine. Therefore structural stability of mixing head is a very important factor to work without any plastic deformation or structural failure. In this study, two mixing heads were manufactured using different welding methods, Tungsten Inert Gas(TIG) welding and Electron Beam Welding(EBW) and evaluated a structural stability. The results of structural tests showed that the mixing head assembled by EBW can withstand the applied design load without any structural failures and be structurally more stable than that of TIG welding.

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Stabilization of Ascorbic Acid by Hydroxycinnamic Acid Incorporation and BGsome Encapsulation (Hydroxycinnamic Acid 첨가와 BGsome 포집에 의한 Ascorbic Acid의 안정화)

  • Jeon, Se-Eun;Kim, Seok-Joong;Jin, Byung-Suk
    • Journal of the Korean Applied Science and Technology
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    • v.29 no.2
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    • pp.348-355
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    • 2012
  • Ferulic and caffeic acids are hydroxycinnamic acid derivatives, which are potent plant antioxidants. Their free radical scavenging abilities in aqueous solution exposed to DPPH radical, and chemical stabilities against oxidative stress like high temperature and metal ion, were evaluated. To improve the stability of ascorbic acid solution, ferulic acid or caffeic acid was incorporated into ascorbic acid solution. Stability improvement of ascorbic acid was verified through $SC_{50}$ value change according to storage time. Ascorbic acid in combination with ferulic acid or caffeic acid was encapsulated with high efficiency inside BGsome. In this form, its stability was remarkably enhanced compared to that in free aqueous solution.

Analysis of Whole Tunnel Stability by Using Rock Mass Classification and Mohr-Coulomb Analytical Solution (암반분류와 Mohr-Coulomb 이론해를 이용한 터널 전구간 안정성 분석)

  • Jung, Yong-Bok;Park, Eui-Seob;Ryu, Dong-Woo;Cheon, Dae-Sung
    • Tunnel and Underground Space
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    • v.23 no.4
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    • pp.280-287
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    • 2013
  • Finite element or difference methods are applied to the analysis of the tunnel stability and they provide detailed behaviour of analyzed tunnel sections but it is rather inefficient to analyze all the section of tunnel by using these methods. In this study, the authors suggest a new stability analysis method for whole tunnel to provide an efficient and easy way to understand the behaviour of whole tunnel by using an analytical solution with the assumption of equivalent circular tunnel. The mechanical behaviour, radial strain and plastic zone radius of whole tunnel were analyzed and appropriate support pressure to maintain the displacement within the allowable limit was suggested after the application of this method to the tunnel. Consequently, it was confirmed that this method can provide quick analysis of the whole tunnel stability and the quantitative information for subsequent measures such as selection of tunnel sections for detailed numerical analysis, set up of the monitoring plan, and so on.

Development of Nano-liposome with Unsaturated Lecithin (불포화레시틴을 이용한 나노리포좀의 개발에 관한 연구)

  • Ki-Choon, Kang;Chung-Hee, Lee;Jeong-Min, Seo;Su-Hwan, Wang;Chun-Il, Lee;Hyeong-Bae, Pyo
    • Journal of the Society of Cosmetic Scientists of Korea
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    • v.30 no.2
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    • pp.153-158
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    • 2004
  • In cosmetics, the saturated lecithin, one of the main surfactants to prepare liposome has been used for its stability but it has been substituting with unsaturated lecithin which has excellent skin affinity and penetration property. So we studied to prepare nano-liposome that size of particles were below than 50nm by unsaturated lecithin. It was important that many factors including solvent such as propylene glycol, pH balance, homogenizing pressure, various cosurfactants and stabilizers to make stable nano-liposome. In our experimental conditions, cosurfactants with stearate class as lipophilic part were more suitable than others for our purpose. But in liposome by saturated lecithin, cosurfactants had negative effect and appropriate amount of oil should be used to be stable. These results indicated that unsaturated lecithin were more suitable than saturated lecithin to prepare nano-liposome.

A Study for the Stability Investigation of Three Parallel Tunnels Using Scaled Model Tests (삼병렬 터널의 안정성 검토를 위한 모형실험 연구)

  • Kim, Jong-Woo;Bae, Woo-Seok
    • Tunnel and Underground Space
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    • v.18 no.4
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    • pp.300-311
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    • 2008
  • In this study, scaled model tests were performed to investigate the stability of three parallel tunnels. Seven types of test models which had respectively different pillar widths, tunnel sectional shapes, support conditions and ground conditions were experimented, where crack initiating pressures and deformation behaviors around tunnels were investigated. In order to evaluate the effect of pillar widths on stability, various models were experimented. As results, the models with shallower pillar widths proved to be unstable because of lower crack initiating pressures and more tunnel convergences than the models with thicker pillar widths. In order to find the effect of tunnel sectional shape on stability, the models with arched, semi-arched and rectangular tunnels were experimented. Among them rectangular tunnel model was the most unstable, where the arched tunnel model with small radius of roof curvature was more stable than semi-arched one. The model with rockbolt showed higher crack initiating pressure and less roof lowering than the unsupported model. The deformation behaviors of tunnels in the anisotropic ground model were quite different from those in the isotropic ground model. Futhermore, the results of FLAC analysis were qualitatively coincident with the experimental results.

A Study on Pillar Behavior of Twin Parallel Tunnels by Numerical Approach (병렬터널 필라부 거동에 대한 수치해석 검토)

  • Byun, Yoseph;Kim, Hyungi;Lee, Sangsu;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • v.11 no.8
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    • pp.49-55
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    • 2010
  • Safety estimation of the pillar between parallel tunnels are very important considering stress concentration in case the piller width is not enough to secure the stability. Pillar width needs to be determined properly because of the progressive failure-risk of pillar due to stress-concentration. In this research, the effect of element size in numerical analysis was evaluated based on that yield pillar's stability and proposed systematic analysis about pilar's stability examination. In consequence of it, element size does not give any effect on intensity stress ratio. On the other hand, the analysis using the smaller element size results in lower safety factor in strength reduction technique. In case of the weathered re.k on the main ground layer, the analysis of result was not reliable. In conclusion, the smaller element size is, the more stable factor is.

A Study on the Closure Ratio for Tunnel Face Stabilization during Tunnel Excavation in Sand Soil (사질토지반에서 터널굴착시 막장안정을 위한 폐합비에 관한 연구)

  • Kim, Sang-Hwan;Kim, Ji-Tae;Lim, Chae-Ho;Lee, In-Keun
    • Journal of the Korean Geotechnical Society
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    • v.28 no.4
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    • pp.79-89
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    • 2012
  • This paper presents experimental and numerical studies on the closure ratio of tunnel face to reduce pressure and displacement occurring at tunnel face during tunnel excavation. In experimental study, model tests are carried out according to the closure ratio of tunnel face and tunnel depth. Model test results are analyzed and interpreted by numerical calculation in order to verify results obtained from experimental and numerical studies. It is clearly found that tunnel face stability increases with the increase of the closure ratio of tunnel face. The results also show that tunnel face is stable when the closure ratio of tunnel face is larger than 80%. This research will be very useful to develop the economical tunnel face closing system.

Design of Anchorage Zone in Prestressed Concrete Structure Using Nonlinear Strut-and-Tie Model (비선형 스트럿-타이 모델을 이용한 PSC 구조물의 정착부 설계)

  • 배한욱;송하원;변근주;변윤주
    • Magazine of the Korea Concrete Institute
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    • v.10 no.5
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    • pp.101-107
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    • 1998
  • 본 논문은 비선형 스트럿-타이 모델에 의한 프리스트레스트 콘크리트 정착부의 거동해석 및 설계에 관한 연구이다. 프리스트레스트 콘크리트 구조물의 정착부는 긴장재의 인장력 도입으로 인해 비교적 작은 단면에 큰 집중하중으로 발생하는 매우 중요한 구조부위이며, 기존의설계가 비교적 다른 구조부위의설계에 비하여 경험적으로 이루어지고 있을 뿐 만 아니라 해석에도 많은 시간과 계산량이 소요되는 단점이 있다. 비선형 스트럿-타이 모델을 대상 정착부의 비선형 재료거동을 따르도록 비선형 해석을 실시하여 설계를 수행하고 구조물의 극한하중을 추정하는 방법이다. 본 논문에서는 긴장력이 정착부의 중앙에 도입되는 경우, 편심으로 도입되는 경우, 다중 정착구가 존재하는 경우에 대하여 선형과 비선형 스트럿-타이 모델을 구성하여 정착부의 역학적 거동을 고찰하였고 실험결과와 비교하였다. 비교로부터 비선형 모델을 사용한 경우 선형 모델을 사용한 경우보다 안정성을 유지하면서 경제적인 설계가 가능하고 추정극학강도도 실험결과에 더욱 근접함을 알았다.