• 플랜트 저널
• /
• 제16권1호
• /
• pp.34-37
• /
• 2020

최근 한국의 미세 먼지 오염도가 급격히 증가함에 따라 배가스 내 미세먼지를 더욱 효과적으로 집진할 수 있는 기술에 대한 관심 또한 증가하였다. 본 연구에서는 습식 전기집진기와 사이클론 집진기에 정전분무 기술을 결합하여 집진 성능의 증대를 목표로 한다. 정전분무는 일반적으로 질량분석, 혹은 반도체 코팅에 이용되므로 그 유량이 매우 적다. 분무 액적과 미세먼지의 이온결합을 통하여 집진을 해야하는 본 연구의 특성상 기존 정전분무의 유량에 대비하여 매우 큰 유량을 사용하게 된다. 따라서 기존의 정전분무 시작 전압, 혹은 분무 형상과는 다른 형상을 보일 수 있다. 본 연구에서는 기존 정전분무와는 다른 유량 및 전압 범위를 사용함으로써 예상되는 다양한 형상 특성을 살펴보고자 한다.

• The Journal of Advanced Prosthodontics
• /
• 제11권6호
• /
• pp.324-330
• /
• 2019

PURPOSE. The aim of the study was to evaluate and compare the fracture resistance and modes of fracture of monolithic zirconia crowns with two preparation designs. MATERIALS AND METHODS. Forty human maxillary first premolar teeth were extracted for orthodontic purposes and divided into two main groups (n=20): Group A: monolithic traditional zirconia; Group B: monolithic translucent zirconia. The groups were further subdivided into two subgroups (n=10): (A1, B1) shoulder margin design; (A2, B2) feather-edge margin design. Teeth were prepared with either a 1 mm shoulder margin design or a feather-edge margin design. The prepared teeth were scanned using a digital intraoral scanner. The crowns were cemented using self-adhesive resin cement. All cemented teeth were stored in water for 7 days and thermocycling was done before testing. All samples were subjected to compressive axial loading until fracture. The fractographic analysis was done to assess the modes of fracture of the tested samples. RESULTS. The highest mean values of fracture resistance were recorded in kilo-newton and were in the order of subgroup A1 (2.903); subgroup A2 (2.3); subgroup B1 (1.854) and subgroup B2 (1.523). One-way ANOVA showed a statistically significant difference among the 4 subgroups. Concerning modes of fracture, the majority of samples in subgroups A1 and B1 were fracture of restoration and/or tooth, while in subgroups A2 and B2, the majority of samples fractured through the central fossa. CONCLUSION. Even though all the tested crowns fractured at a higher level than the maximum occlusal forces, the shoulder margin design was better than the feather-edge margin design and the monolithic traditional zirconia was better than the monolithic translucent zirconia in terms of fracture strength.

• Restorative Dentistry and Endodontics
• /
• 제16권2호
• /
• pp.126-142
• /
• 1991

The purpose of this study was to evaluate the effect of various dentin surface treatments on shear bond strength, microhardness and fracture mode before and after thermocycling. Recently extracted 75 human molars were used. The teeth were sagittal sectioned faciolingually to obtain 150 specimens. They were randomly divided into six groups. Mesial and distal dentinal surfaces of specimens were exposed by grinding and treated respectively with GC-DENTIN CONDITIONER. 10-3 solution of 4-Meta, Cleansar and Primer of GLUMA, Scotchprep of Scotchbond 2, DENTIN CONDITIONER and PRIMER A, B of ALL BOND according to the manufacturers directions. Specimens of one group were not treated. Adhesive agent of Scotchbond 2, were applied and cured on the treated dentin surfaces. After P-50 were cured on them, specimens were stored in 31c water for 24 hours before shear bond strength measurement Shear bond strength was measured in 10 specimens of each group. 10 specimens of each group were thermocycled in $20^{\circ}C$, $60^{\circ}C$,$20^{\circ}C$, $4^{\circ}C$, $20^{\circ}C$ water in order, for 30 seconds respectively, 100 times a day for 7 days. After thermocycling shear bond strength was measured. Microhardness was checked on treated dentin surface and fractured dentin surface in 10 specimens respectievly. Francture modes were observed with SEM The following results were obtained. 1. Before thermocycling. shear bond strengths in the specimens treated with DENTIN CONDITIONER and PRIMER A, B of ALL BOND were significantly higher than those in other specimens(P<0.01). 2. After thermocycling. shear bond strengths in the specimens treated with Cleanser and Primer of GLUMA, Scotchprep of Scotchbond 2 and DENTIN CONDITIONER and PRIMER A, B of AIL BOND were significantly higher than those in specimens not: treated, treated with GC-DENTIN CONDITIONER and 10-3 solution of 4-Meta(P<0.01). Shear bond strengths in the specimens treated with GC-DENTIN CONDITIONER and PRIMER A, B of ALL BOND were significantly higher than those in other specimens except those treated with Scotchprep of Srotchbond 2(P<0.01). 3. Shear bond strengths after thermocycling were reduced in the specimens not treated, treated with GC-DENTIN CONDITIONER and 10-3 solution of 4-Meta and were increased in the specimens treated with Cleanser and Primer of GLUMA, Scotchprep of Scotchbond 2, without significance, compared with those before thermocycling. In the specimens treated with DENTIN CONDITIONER and PRIMER A, B of ALL BOND, shear bond strengths after thermocycling were significantly increased, compared with those before thermocycling(P<0.01). 4. Microhardnesses in the fractured surfaces after shear bond strength measurement were significantly increased in the specimens treated with 10-3 solution of 4-Meta and significantly decreased in the specimens treated with DENTIN CONDITIONER and PRIMER A, B of ALL BOND, compared with those in the treated dentin surfaces(P<0.01). 5. In the specimens treated with Cleanser and Primer of GLUMA, Scotchprep of Scotchbond 2 and DENTIN CONDITIONER and PRIMER A, B of ALL BOND, cohesive fracture modes were observed more than adhesive fracture modes.

• Steel and Composite Structures
• /
• 제28권5호
• /
• pp.589-606
• /
• 2018

The previous studies reflected the significant effect of neutral-axis position and coupling of in-plane and out-of-plane displacements on behavior of functionally graded (FG) nanobeams. In thin FG beam, this coupling can be eliminated by a proper choice of the reference axis. In shear deformable FG nanobeam, not only this coupling can't be eliminated but also the position of neutral-axis is dependent on through-thickness distribution of shear strain. For the first time, in this paper it is avoided to guess a shear strain shape function and the exact shape function and consequently the exact position of neutral axis for arbitrary gradation of higher order nanobeam are obtained. This paper presents new methodology based on differential transform and collocation methods to solve coupled partial differential equations of motion without any simplifications. Using exact position of neutral axis and higher order beam kinematics as well as satisfying equilibrium equations and traction-free conditions without shear correction factor requirement yields to better results in comparison to the previously published results in literature. The classical rule of mixture and Mori-Tanaka homogenization scheme are considered. The Eringen's nonlocal continuum theory is applied to capture the small scale effects. For the first time, the dependency of exact position of neutral axis on length to thickness ratio is investigated. The effects of small scale, length to thickness ratio, Poisson's ratio, inhomogeneity of materials and various end conditions on vibration and buckling of local and nonlocal FG beams are investigated. Moreover, the effect of axial load on natural frequencies of the first modes is examined. After degeneration of the governing equations, the exact new formulas for homogeneous nanobeams are computed.

• Smart Structures and Systems
• /
• 제21권3호
• /
• pp.279-286
• /
• 2018

The free longitudinal vibration of a circular truncated nanocone is investigated based on the nonlocal elasticity theory. Exact analytical formulations for tapered nanostructures are derived and the nonlinear differential governing equation of motion is developed. The nonlocal small scale effect unavailable in classical continuum theory is addressed to reveal the long-range interaction of atoms implicated in nonlocal constitutive relation. Unlike most previous studies applying the truncation method to the infinite higher-order differential equation, this paper aims to consider all higher-order terms to show the overall nonlocality. The explicit solution of nonlocal stress for longitudinal deformation is determined and it is an infinite series incorporating the classical stress derived in classical mechanics of materials and the infinite higher-order derivative of longitudinal displacement. Subsequently, the first three modes natural frequencies are calculated numerically and the significant effects of nonlocal small scale and vertex angle on natural frequencies are examined. The coupling phenomenon of natural frequency is observed and it is induced by the combined effects of nonlocal small scale and vertex angle. The critical value of nonlocal small scale is defined, and after that a new proposal for determining the range of nonlocal small scale is put forward since the principle of choosing the nonlocal small scale is still unclear at present. Additionally, two different types of nonlocal effects, namely the nonlocal stiffness weakening and strengthening, reversed phenomena existing in nanostructures are observed and verified. Hence the opposite nonlocal effects are resolved again clearly. The nano-engineers dealing with a circular truncated nanocone-based sensors and oscillators may benefit from the present work.

• 대한전자공학회논문지
• /
• 제27권11호
• /
• pp.9-19
• /
• 1990

원통형 및 환형 유전체공진기의 복소유전율과 투자율을 측정하기 위한 이론적인 해석과 측정방법을 제시하였다. 두 개의 평면도체 사이에 유전체공진기를 놓고 공진주파수와 무부하 Q, 그리고 치수를 측정하면 복소유전율과 투자율을 구할 수 있으며 이 방법을 고차모우드에 대하여 반복적으로 행하면 더 넓은 주파수 범위에서 측정이 가능하다. 이 때 각각의 공진모우드는 유전체공진기의 방위각과 축방향에 대한 전계 세기의 변화를 측정함으로써 결정할 수 있다. 그리고 여러가지 오차의 요인들을 고려한 측정오차의 해석으로부터 $TE_{0np}$ 또는 quasi-TE 모우드를 측정에 이용할 경우 복소유전율의 실수부분은 $0.5{\%}$, 허수부분은 $4{\%}$ 이내의 측정오차를 가짐이 밝혀졌다.

• 대한전자공학회논문지SP
• /
• 제44권3호
• /
• pp.88-96
• /
• 2007

지난 수년간 많은 국제 비디오 부호화 표준들이 연구되고 제안되었다. 그 중에서도 H.264는 가장 최근에 제안된 부호화 방식으로 가장 높은 부호화 효율을 제공한다. 이는 기존의 부호화 방식들보다 향상된 부호화 기법들을 사용했으며, 특히 다양한 매크로블록 모드와 라그랑지안(Lagrangian) 최적화 기법을 통한 최적 모드 결정법은 부호화 효율 향상에 결정적인 역할을 했다. 비록 H.264는 부호화 효율 측면에서 기존의 방식보다 월등한 성능 향상을 보이지만, 최적 모드를 결정하는 과정에서 모든 부호화 매개 변수를 고려하므로 실시간 부호화가 어려울 정도로 복잡도가 크게 증가한다. 본 논문에서는 이러한 복잡도를 최소화하기 위해 매크로블록 모드를 복잡도 측면에서 분류하고 복잡도가 낮은 최적 모드를 조기에 결정하는 고속 모드결정 방식을 제안한다. 실험 결과, 제안한 방식은 여러 종류의 실험 영상에 대해 현저한 PSNR 감소나 비트량 증가 없이 부호화 시간을 평균 34.95%까지 감소시켰다. 또한, 본 논문에서 제공한 실험 결과의 타당성을 보이기 위해 부호화 효율과 복잡도에 대한 하위 경계조건(low boundary condition)을 설정하고, 제안한 방식이 하위 경계조건을 만족함을 보였다.

• 센서학회지
• /
• 제11권5호
• /
• pp.273-278
• /
• 2002

광섬유의 침입 감지기능을 개발하기 위하여 다중모드 GRIN(graded-Index) 광섬유의 휨에 의한 광섬유내의 광전파 특성변화를 고찰하였다. 다중모드 CRIN 광섬유의 data파는 기본(fundamental) 모드로, 침입 감시용 감시파는 높은 차수의 모드로 동시에 전파 되게 하고, 광섬유의 휨(bending)에 의한 데이타 유출시도는 높은 차수 모드의 감시파의 감쇠를 가져오고, 결국 수신측의 경보를 작동하도록 한다. 또한 일정한 곡률반경으로 감겨진 광섬유에 기본 모드만 선별적으로 주입된 경우에 있어서, 다중모드 GRIN 광섬유 내에서의 광파의 전파과정을 이론적으로 해석하고, 광섬유가 휘게 피는 경우 여러 모드 사이에 결합(coupling)이 생겨나게 되는데, 광섬유가 감겨진 곡률반경을 변경해가면서 결합되는 기본모드의 power 변화를 수치해석을 이용한 프로그램 시뮬레이션을 통하여 조사하였다. 이 연구결과는 광섬유의 휨에 의하여 방출되는 데이타 도청 및 침입자 감지에 다중모드 GRIN 광섬유 활용 가능성과 광섬유의 곡률반경이 1cm 정도가지는 Asawa-Taylor의 모델[4]이 정당함을 보였다.

• Wind and Structures
• /
• 제29권3호
• /
• pp.163-175
• /
• 2019

Multispan suspension bridges make a good alternative to single-span ones if the crossed strait or river width exceeds 2-3 km. However, multispan three-tower suspension bridges are found to be very sensitive to the wind load due to the lack of effective longitudinal constraint at their central tower. Moreover, at certain critical wind speed values, the aerostatic instability with sharply deteriorating dynamic characteristics may occur with catastrophic consequences. An attempt of an in-depth study on the aerostatic stability mode and damage mechanism of three-tower suspension bridges is made in this paper based on the assessment of strain energy and dynamic characteristics of three particular three-tower suspension bridges in China under different wind speeds and their further integration into the aerostatic stability analysis. The results obtained on the three bridges under study strongly suggest that their aerostatic instability mode is controlled by the coupled action of the anti-symmetric torsion and vertical bending of the two main-spans' deck, together with the longitudinal bending of the towers, which can be regarded as the first-order torsion vibration mode coupled with the first-order vertical bending vibration mode. The growth rates of the torsional and vertical bending strain energy of the deck after the aerostatic instability are higher than those of the lateral bending. The bending and torsion frequencies decrease rapidly when the wind speed approaches the critical value, while the frequencies of the anti-symmetric vibration modes drop more sharply than those of the symmetric ones. The obtained dependences between the critical wind speed, strain energy, and dynamic characteristics of the bridge components under the aerostatic instability modes are considered instrumental in strength and integrity calculation of three-tower suspension bridges.

• Earthquakes and Structures
• /
• 제6권6호
• /
• pp.689-713
• /
• 2014

The seismic vulnerability of stone masonry buildings is studied on the basis of their fragility curves. In order to account for out-of-plane failure modes, normally disregarded in past studies, linear static Finite Element analysis in 3D of prototype regular buildings is performed using a nonlinear biaxial failure criterion for masonry. More than 1100 analyses are carried out, so as to cover the practical range of the most important parameters, namely the number of storeys, percentage of side length in exterior walls taken up by openings, wall thickness, plan dimensions and number of interior walls, type of floor and pier height-to-length ratio. Results are presented in the form of damage and fragility curves. The fragility curves correspond well to the damage observed in masonry buildings after strong earthquakes and are in good agreement with other fragility curves in the literature. They confirm what is already known, namely that buildings with stiff floors or higher percentage of load-bearing walls are less vulnerable, and that large openings, taller storeys, larger number of storeys, higher wall slenderness and higher ratio of clear height to horizontal length of walls increase the vulnerability, but show also by how much.