• 제목/요약/키워드: Shear-Difference method

검색결과 335건 처리시간 0.024초

강화형 글라스 아이오노머 합착용 시멘트의 접합강도 및 변연누출에 대한 연구 (COMPARISON OF SHEAR BOND STRENGTH AND MARGINAL LEAKAGE OF RESIN MODIFIED GLASS IONOMER CEMENTS)

  • 박혜양;오남식;이근우;이호용
    • 대한치과보철학회지
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    • 제35권4호
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    • pp.647-661
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    • 1997
  • The resin modified glass ionomer cements(RMGICs) have been used for years since 1989. Recently it has been developed for luting of fixed restorations. To evaluate the bond strength and marginal leakage of RMGICs for luting usage, the 80 extracted human molars which had uniform area of exposed dentin were cemented with 3 types of RMGICs(Fuji Duet, Advance, Vitremer), a conventional Glass Ionomer Cement(GIC-Fuji I), and a resin cement (Panavia 21) to base metal alloy(Ni-Cr-Be). After thermocycling the specimens were immersed in basic fuschin dye for measuring marginal leakage. The shear bond strength was measured with Instron and the maximum dye penetration was measured to 0.1mm. The types of fractured patterns were determined with stereoscope(${\times}7.5$). The results are as follows. 1. The difference between 3 RMGICs and a conventional GIC in shear bond strength was not statistically significant. It seemed that RMGICs had lower shear bond strength than resin cement. (p<0.01) 2. The mean scores of marginal leakage had no significant difference between the resin cement and 3 RMGICs but it was much higher in conventional GIC than the RMGICs (p<0.05) 3. It was determined that the manufacturer and the methods of dentin pretreatment determined the pattern of fracture surfaces and the frequency of adhesive failure between teeth and 3 RMGICs standed as in following order - Vitremer, Advance, Fuji Duet. (p<0. 01) When the fracture pattern was analyzed, it could be said that the materials and the method of dentin pretreatment have much effect on bonding states. This means that the dentin bonding agents should be improved. But the limited products in this experiment can not evaluate the physical properties of the entire RMGICs. Therefore a further study which can evaluate various RMGICs should be in progress to develope better cements.

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Shallow ground treatment by a combined air booster and straight-line vacuum preloading method: A case study

  • Feng, Shuangxi;Lei, Huayang;Ding, Xiaodong;Zheng, Gang;Jin, Yawei
    • Geomechanics and Engineering
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    • 제24권2호
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    • pp.129-141
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    • 2021
  • The vacuum preloading method has been used in many countries for soil improvement and land reclamation. However, the treatment time is long and the improvement effect is poor for the straight-line vacuum preloading method. To alleviate such problems, a novel combined air booster and straight-line vacuum preloading method for shallow ground treatment is proposed in this study. Two types of traditional vacuum preloading and combined air booster and straight-line vacuum preloading tests were conducted and monitored in the field. In both tests, the depth of prefabricated vertical drains (PVDs) is 4.5m, the distance between PVDs is 0.8m, and the vacuum preloading time is 60 days. The prominent difference between the two methods is when the preloading time is 45 days, the injection pressure of 250 kPa is adopted for combined air booster and straight-line vacuum preloading test to inject air into the ground. Based on the monitoring data, this paper systematically studied the mechanical parameters, hydraulic conductivity, pore water pressure, settlement and subsoil bearing capacity, as determined by the vane shear strength, to demonstrate that the air-pressurizing system can improve the consolidation. The consolidation time decreased by 15 days, the pore water pressure decreased to 60.49%, and the settlement and vane shear strengths increased by 45.31% and 6.29%, respectively, at the surface. These results demonstrate the validity of the combined air booster and straight-line vacuum preloading method. Compared with the traditional vacuum preloading, the combined air booster and straight-line vacuum preloading method has better reinforcement effect. In addition, an estimation method for evaluating the average degree of consolidation and an empirical formula for evaluating the subsoil bearing capacity are proposed to assist in engineering decision making.

비등방성 복합 적층판의 임계좌굴하중 및 모드의 수치 해석 (Numerical Analyses of Critical Buckling Loads and Modes of Anisotropic Laminated Composite Plates)

  • 이상열;임성순;장석윤
    • 한국강구조학회 논문집
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    • 제10권3호통권36호
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    • pp.451-461
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    • 1998
  • 1차전단변형 판이론에 의한 비등방성 복합적층판의 임계좌굴하중 및 좌굴모드는 기존의 해석적인 방법으로는 다양한 조건에 대하여 해를 제공할 수 없다는 단점을 가지고 있다. 따라서 근사해법인 수치해석을 이용하게 되는데, 이러한 수치해석기법으로 기존 상용프로그램에서는 유한요소법이 널리 사용되었다. 그러나 least upper bound 특성을 가지고 있는 유한요소법을 이용한 적층판의 좌굴해는 구조적인 안정성을 보장하지 못하는 경우도 있다. 따라서 본 논문에서는 유한차분법에 의한 좌굴해석을 수행하여 유한요소법과 상호 비교함으로서 각 경우에 관한 두 가지 수치해석기법의 장단점을 규명하고 효과적으로 적용할 수 있는 기법을 제시하는 것을 목적으로 하였다. 수치해석 결과, 유한차분법에 의한 좌굴하중 및 좌굴모드는 신소재를 사용하는 적층 구조물의 실용화에 앞서 다양한 기준을 제시할 수 있을 것으로 판단된다.

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단면구성요소(斷面構成要素)에 관(關)한 목질복합(木質複合) I및 Box형 보의 구조적(構造的) 성능(性能) 분석(分析) (I) (Analysis of Structural Performance of Wood Composite I and Box Beam on Cross Section Component (I) - Calculation and Analysis of Flexural Rigidity and Deflection -)

  • 오세창;이필우
    • Journal of the Korean Wood Science and Technology
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    • 제19권2호
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    • pp.40-55
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    • 1991
  • To investigate the influence of cross section geometries on the behavior of composite beams in the case of small span to depth ratio and deep beams. the static flexural behavior of composite I-beams and Box- beams was evaluated. 12 types of composite I -beams composed of LVL flanges and particleboard or plywood web and 3 types of composite Box-beams composed of LVL flanges and plywood web were tested under one-point loading. The load-deflection curves were almost linear to failure, therefore, the behavior of tested composite beams was elastic. The theoretical flexural rigidity of composite beams was calculated and compared with observed flexural rigidity. The highest value was found in I-W type beams and the lowest value was found in G-P type beams. The difference between theoretical and observed flexural rigidity was small. Theoretical total deflection of tested composite beams was calculated using flexural rigidity and compared with actual deflection. Shear deflection of these beams was evaluated by the approximation method, solid crosss section method and elementary method. The difference between actual deflection and expected deflection was not found in D, E and F type beams. This defference was small in G, H and I type beams or Box-beam.

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Microabrasive로 처리한 상아질표면에 대한 복합레진의 결합강도에 관한 연구 (A STUDY OF THE BOND STRENGTHS OF COMPOSITE RESIN TO DENTIN SURFACES PREPARED WITH MICROABRASIVE)

  • 최경규;민병순
    • Restorative Dentistry and Endodontics
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    • 제22권1호
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    • pp.61-75
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    • 1997
  • The bond strengths of composite resin to tooth dentin vary with the methods of cavity preparation and surface treatment. Recent developments in techniques of dentinal surface treatment have renewed interest in microabrasive as a means of tooth preparation, The purpose of this study was to determine the effects of a new method of cavity preparation on the bond of composite resin to dentin. Freshly extracted 144 healthy human third molars were used in this study. The dentin surfaces prepared with #600 SiC abrasive paper were divided into control and air abrasion groups according to the method of dentin surface preparation using different combinations of delivery pressure, time, and acid etching. The shear bond strengths were measured after the composite resin (Clearfil Photo Bright) was bonded to prepared dentin surfaces by light-curing using a dentin bonding system (All-bond 2), In addition, the average surface roughness was measured to investigate the effect of differently prepared dentin surfaces on the shear bond strengths. The surface changes of prepared dentin and the debonded dentin surfaces were observed with SEM (S-2300, Hitachi Co., Japan). The following results from this-study were obtained ; 1. There was no significant difference of shear bond strengths according to the changes of delivery pressure and time. 2. The shear bond strengths were lower than the control in the air abraded-only groups, but those of the additional acid-etched groups were higher than the control. 3. The shear bond strengths to all air-abraded surfaces were increased by acid etching. 4. The correlation between shear bond strengths and surface roughness was not certain, although the mean surface roughness of all air-abraded surfaces has increased evidently while it has slightly decreased for additional acid etching. 5. On SEM examination, the dentinal tubules were almost occluded in the air abraded-only groups, but those were opened in the additional acid-etched groups. 6. The debonded surfaces were showed adhesive failure mode in the air abraded- only groups, while those were showed mainly the mixed and cohesive failure mode in the additional acid-etched groups. These results suggest that the layer produced during cavity preparation or surface treatment with air abrasion must be removed for maximum bond strength of composite resin to dentin.

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고-기상 유해물질 대기확산에 관한 수치해석 (A Numerical Study on the Toxic Gaseous and Solid Pollutant Dispersion in an Open Atmosphere)

  • 이선경;송은영;장동순
    • 한국안전학회지
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    • 제9권1호
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    • pp.146-154
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    • 1994
  • A series of numerical calculations are performed in order to investigate the dispersion mechanism of toxic gaseous and solid pollutants in extremely short-term and short range. The calculations are carried out in an open space characterized by turbulent boundary layer. The simulation is made by the use of numerical model, in which a control-volume based finite difference method is used together with the SIMPLEC algorithm for the resolution of the pressure-velocity coupling problem. The Reynolds stresses are solved by two-equation, k-$\varepsilon$ model modified for buoyancy. The major parameters consider-ed in this study are temperature, velocity and Injection height of toxic gases, environmental conditions such as temperature and velocity of free stream air, and topographic factor. The results are presented and discussed in detail. The flow field is commonly characterized by the formation of a strong recirculation zone due to the upward motion of the hot toxic gas and ground shear stress. The driving force of the upward motion is explained by the effect of thermal buoyancy of hot gas and the difference of inlet velocity between toxic gas and free stream.

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초음속 불완전 팽창 난류 제트 유동에 관한 수치적 연구 (Numerical Analysis for Supersonic Off-Design Turbulent Jet Flow)

  • 김재수
    • 한국전산유체공학회지
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    • 제4권2호
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    • pp.57-66
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    • 1999
  • Numerical Analysis has been done for the supersonic off-design jet flow due to the pressure difference between the jet and the ambient fluid. The difference of pressure generates an oblique shock or an expansion wave at the nozzle exit. The waves reflect repeatedly on the center axis and the sonic surface in the shear layer. The pressure difference is resolved across these reflected waves. In this paper, the axi-symmetric Navier-Stokes equation has been used with the κ-ε turbulence model. The second order TVD scheme with flux limiters, based on the flux vector split with the smooth eigenvalue split, has been used to capture internal shocks and other discontinuities. Numerical calculations have been done to analyze the off-design jet flow due to the pressure difference. The variation of pressure along the flow axis is compared with an experimental result and other numerical result. The characteristics of the interaction between the shock cell and the turbulence mixing layer have been analyzed.

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정규압밀점토에서의 피에조 콘 소산시험을 이용한 수평압밀계수의 산정 (Estimation of Coefficient of Consolidation Using Piezocone Dissipation Test in Normally Consolidated Clays)

  • 임형덕;이우진;김대규
    • 한국지반공학회논문집
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    • 제19권5호
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    • pp.145-154
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    • 2003
  • 본 연구에서는 정규압밀점토에서의 피에조 콘 소산시험시 측정된 초기 과잉간극수압을 팔면체 수직응력($\Delta{\sigma}_{oct}$)의 변화에 의해 발생하는 과잉간극수압($\Delta{u}_{oct}$)과 팔면체 전단응력($\Delta{\tau}_{oct},$)의 변화에 의해 발생하는 과잉간극수압($\Delta{u}_{shear}$)으로 구분할 수 있는 방법을 이용하여 초기 과잉간극수압 분포를 가정하고, 연속적인 구형 공동확장 이론과 축대칭 비혼합 선형 압밀이론에 근거한 유한차분법을 사용하여 과잉간극수압의 소산거동을 모사하였다. 이와 같은 방법에 의해 압밀계수를 가정하여 계산된 소산곡선이 실측된 소산곡선과 특정 소산도에서 일치하도록 반복 계산하는 시행착오법을 사용하여 압밀계수를 산정하는 방법을 제안하였다. 제안된 방법과 기존의 이론해를 루이지애나 주립대학교 모형 토조에서 수행된 소형 피에조 콘의 시험결과에 적용한 결과에 의하면 제안된 방법에 의해 산정된 압밀계수가 다른 이론해보다도 실내시험치와 유사한 것으로 나타났으며, 계측된 소산곡선과도 잘 일치하는 것으로 나타났다.

동적응답신호를 이용한 전단형 건물의 손상추정 (Damage Detection of Shear Building Structures Using Dynamic Response)

  • 유석형
    • 한국구조물진단유지관리공학회 논문집
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    • 제18권3호
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    • pp.101-107
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    • 2014
  • 구조물의 손상 추정은 동적응답신호로부터 고유주기와 모드형상을 구한 후 이를 역해석하여 손상위치와 손상정도를 파악함으로써 이루어 진다. 건축구조물의 경우 토목구조물에 비하여 구조형식이 복잡하고 비구조요소 및 노이즈 등의 영향으로 인하여 구조물 판별에 어려움이 있다. 동적응답신호를 이용한 건물의 손상추정에 관한 최근의 연구들은 손상추정을 위하여 민감도 또는 추정치 등 간접적 지표를 사용하고 있으나, 좀 더 합리적이고 명확한 손상추정을 위하여 운동방정식으로부터 직접 유도된 변수를 손상지수로 활용할 필요가 있을 것으로 판단된다. 따라서 본 연구에서는 전단형 건물의 운동방정식으로부터 직접 유도된 층강성 감소비를 손상지수로 하는 손상추정 방법을 제안하였다. 제안된 손상지수는 손상 전 모드형상과 손상 전 후 고유진동수 차이를 알면 구할 수 있다. 제안된 손상 추정방법을 수치해석예제에 적용한 결과 손상이 발생한 층에서 층강성 변화율이 (-)부호를 나타내었으며, 크기가 다른 층에 비하여 15배 정도 크게 나타나 전단형 건물의 손상 추정지수로서 활용될 수 있을 것으로 판단된다.

The alternative approach of low temperature-long time cooking on bovine semitendinosus meat quality

  • Ismail, Ishamri;Hwang, Young-Hwa;Bakhsh, Allah;Joo, Seon-Tea
    • Asian-Australasian Journal of Animal Sciences
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    • 제32권2호
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    • pp.282-289
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    • 2019
  • Objective: This study aimed to elucidate whether innovative sous vide treatment has a significant influence on the beef semitendinosus muscle as compared to common sous vide treatment and traditional cooking. Methods: The innovative sous vide treatments were cooked at $45^{\circ}C$ and $65^{\circ}C$ for 6 h (SV45-65), common sous vide treatment at $45^{\circ}C$ and $65^{\circ}C$ for 3 h (SV45 and SV65) and traditional cooking at $75^{\circ}C$ for 30 min (CON75). Water loss and cooking loss, as well as the physical properties (color and shear force) and chemical properties (protein and collagen solubility) of the treated meat, were investigated. Results: The results obtained indicated that the innovative sous vide with double thermal treatment (SV45-65) and cooked with air presence (CON75) resulted to lower $a^*$ and higher $b^*$ values, respectively. The water loss and cooking loss increased when temperature increased from $45^{\circ}C$ to $65^{\circ}C$, and lower water loss was recorded in SV45 and CON75. These samples presented higher water content and revealed strong correlation to protein solubility. Warner-Bratzler shear force (SF) analysis showed the marked interaction between cooking temperature and time. Sample cooked at a high temperature (CON75) and a long period (SV45-65) showed a significantly lower value of SF than sample SV65 (p<0.05). Interestingly, there was no difference in SF values between SV45-65 and CON75. Conclusion: The innovative sous vide treatment with double thermal effect appears an attractive cooking method as compared to common sous vide and traditional cooking method, as it has a potential for improving tenderness values of cooked beef semitendinosus muscle.