• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1995년도 추계학술대회 논문집
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• pp.210-213
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• 1995

In this study,the effect of both process parameters (wheel velocity, friction coefficients between die and billet, etc) and die-shape (abutment height and shape, flash gap, etc.) on the surface defect on forming process is theoretically investigated. For this work, computer simulation was performed by using the DEFORM, a commercial FEM code. Through numerous simulations with different parameters and die shapes, We propose one optimal die shape for CONFORM process which can remove surface defect.

• 한국산학기술학회논문지
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• 제20권3호
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• pp.594-601
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• 2019

순수형 보강토교대는 상부구조의 하중을 보강토체 상단에 직접기초 형식으로 지지하는 교대이다. 교대 자체의 변형을 최소화하기 위해 비신장성 보강재인 메탈스트립을 사용하여야 한다. 순수형 보강토교대의 적용조건 도출을 위한 매개변수해석은 Zevogolis(2007)에 의해 수행되었다. 그 결과, 최상단 보강재의 인발 안전율이 가장 작게 산정되는 것으로 나타났다. 따라서 최상단 보강재의 인발 안전율이 가장 중요한 설계인자로 판단된다. 본 연구에서는 교대의 형상에 따른 최상단 보강재의 인발 안전율 변화를 검토하였다. 교대 길이와 교대 뒷굽 길이, 교대 높이를 변수로 하여 매개변수해석을 수행하였다. 매개변수해석 결과, 교대 길이와 교대 뒷굽 길이가 증가함에 따라 인발 안전율이 증가하는 것으로 나타났다. 이는 교대 길이가 증가함에 따라 교대의 접지면적이 증가하게 되었으며, 그로 인해 상부구조의 하중이 분산되었기 때문이다. 교대 길이 1.2m에서와 교대 뒷굽 길이 0.9m 지점에서 인발 안전율이 수렴하는 것으로 나타났다. 이는 접지면적 증가에 따라 보강재의 유효길이가 감소하였기 때문이다. 그러나, 교대 길이와 교대 뒷굽 길이가 과도하게 증가될 경우 상부구조의 연장이 증가하게 된다. 그리고 교대 높이가 과도하게 증가할 경우 교대 뒤채움부 토공량이 증가하게 된다. 이는 보강토옹벽에 상부하중으로 작용하게 된다. 따라서 이에 대한 면밀한 검토가 필요하다고 판단된다.

• The Journal of Advanced Prosthodontics
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• 제10권5호
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• pp.381-387
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• 2018

PURPOSE. Cement-retained implant prostheses can lack proper retrievability during repair, and residual cement can cause peri-implantitis. The purpose of this in vitro study was to evaluate the influence of abutment height and convergence angle on the retrievability of cement-retained implant prostheses with lingual slots, known as retrievable cement-type slots (RCS). MATERIALS AND METHODS. We fabricated six types of titanium abutments (10 of each type) with two different heights (4 mm and 6 mm), three different convergence angles ($8^{\circ}$, $10^{\circ}$, and $12^{\circ}$), a sloped shoulder margin (0.6 mm depth), a rectangular shape ($6mm{\times}6.5mm$) with rounded edges, and a rectangular ledge ($2mm{\times}1mm$) for the RCS. One monolithic zirconia crown was fabricated for each abutment using a dental computer-aided design/computer-aided manufacturing system. The abutments and crowns were permanently cemented together with dual-curing resin cement, followed by 24 hours in demineralized water at room temperature. Using a custom-made device with a slot driver and torque gauge, we recorded the torque ($N{\cdot}cm$) required to remove the crowns. Statistical analysis was conducted using multiple regression analysis and Mann-Whitney U tests (${\alpha}=.05$). RESULTS. Removal torques significantly decreased as convergence angles increased. Multiple regression analysis showed no significant interaction between the abutment height and the convergence angle (Durbin-Watson ratio: 2.186). CONCLUSION. Within the limitations of this in vitro study, we suggest that the retrievability of cement-retained implant prostheses with RCS can be maintained by adjusting the abutment height and convergence angle, even when they are permanently cemented together.

• 대한심미치과학회지
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• 제3권1호
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• pp.44-50
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• 1995

Abutment dies which resemble the actual size and shape of crown abutment is essential in most of the research area of fixed prosthodontics like marginal accuracy, crown seating, behavior of luting agent and so on. Seeing the large portion of research is done with round shaped dies in different size and cone angles, the necessity of research on the crown abutment is self-evident. 500 molar abutments were collected randomly through the commercial dental laboratoy, regrdless of their position in the dental arch, sex, and age. The measurements of 22 points of a die were done, and the results were as fogbows : 1. The height of the molar dies was $3.9{\pm}1.2mm$ 2. The bucco-lingual width was $8.9{\pm}1.2mm$ at the base, and $7.4{\pm}1.2mm$ at the occlusal. 3. The desio-sistal width was $8.2{\pm}1.2mm$ at the base, and $7.0{\pm}1.3mm$ at the occlusal.

• 대한치과보철학회지
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• 제36권1호
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• pp.104-119
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• 1998

The purpose of this study was pertinent design of the framework of the fixed bone anchored bridge using implants in the edentulous mandible through analysis of stress distribution by the three dimensional finite element analysis method. The results were as follows: 1. The L-shaped framework was favorable in restoring the edentulous mandible by implants and fixed bone anchored bridge. 2. The structure of the framework should be designed to endure the occlusal load because of stress concentration at the most distal abutment of the framework. 3. The stress at the distal implant where cantilever starts was twice as much as that of other portions. 4. Compressive stress was generated on the framework of the mesial side of the distal implant and extrusive force was induced to the mesially positioned implants. 5. The height of vertical plate was high as possible as can be to distribute stresses concentrating bucco-lingually and labio-lingually in the framework between abutments, 6. Reinforcement of the horizontal plate thickness was needed because stress was loaded more on the horizontal plate than on the vertical plate of the framework. 7. Lengthening of the vertical plate can compensate for any limitations in horizontal plate width.

• 구강회복응용과학지
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• 제17권4호
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• pp.257-274
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• 2001

To properly prepare teeth, dentists require a direct view of the working area and are often placed in a difficult position, moreover, a high proportion of dentists suffer from headache and back pain. Dentists who make use of the dental mirror and position their patients carefully to gain a proper view report less headache, pain and discomfort in the shoulders. It is recommended that dentists learn the "Home Position(H.P.)" which among the various "Random Position(R.P.)" methods, enables dentists to approach their patients in a stable posture. The purpose of this study was to compare tooth preparation in the H.P. and the R.P., and evaluate the clinical efficacy of the H.P.. Tooth preparation for a full cast crown was performed on the maxillary left 1st molar using the H.P. and the R.P., and the shapes of the prepared tooth surfaces at the two different operating positions were compared. The amount of occlusal reduction, marginal width, height, and axial taper were measured and analyzed. A T-test was performed separately to compare the results of the H.P. and the R.P. with respect to the accuracy of the corresponding tooth reduction. The results were as follows. ; 1. The amount of occlusal reduction was excessive on the mesiobuccal cusp(P<0.05), and deficient on the lingual cusp in the H.P.(P<0.01). In the R.P., this was excessive on the buccal cusp and deficient on the fossa and distolingual cusp(P<0.01). 2. The amounts of marginal width were excessive in all areas except on the lingual and mesial surfaces in the H.P. and lingual surface in the R.P.(P<0.01). 3. The marginal heights were achieved more accurately in the R.P. than the H.P.(P<0.01). 4. Axial surface taper was excessive in all areas in the H.P.(P<0.01). But the axial taper of measured areas was even, and tooth is more like to retain its original axis after reduction. In the R.P., axial surface taper was excessive on the mesial and buccal area, and deficient on the distolingual area(P<0.01), and therefore, the axis of the prepared teeth was tipped in the distolingual direction. 5. The times needed for preparation were 12 minutes and 49 seconds in the H.P., and 11 minutes and 35 seconds in the R.P., and the R.P. was statistically faster(P<0.01). The tooth preparation in the H.P. achieved its goal, in that it enabled the operator to make even tooth reduction. In conclusion, the H.P. system offers an improved method that can be used in clinic after specific training.

• 한국산학기술학회논문지
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• 제20권4호
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• pp.534-544
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• 2019

IPM Bridge는 파일벤트가 지표면으로부터 돌출되어, 교대의 과도한 변위가 유발될 수 있다. 본 연구에 사용된 교량의 형상은 IPM Bridge의 설계지침에 제시된 최대 적용 조건인 경간 120.0m, 사각 30도, 파일벤트의 돌출높이 최대 10.0m를 적용하였다. 이 교량모델을 이용하여, IPM Bridge의 최대 경간 적용조건에 따른 최대 변위를 산정하였으며, Bozozuk가 제시한 허용 변위에 근거하여 IPM Bridge의 수평변위의 안정성을 검토하였다. IPM Bridge의 최대 수평변위는 여름철의 팽창 조건보다는 겨울철의 수축 조건에서 더 크게 산정되었으며, 수평변위는 사각보다는 교량의 길이에 더 큰 영향을 받는 것으로 나타났다. 그리고 수직 변위는 사각과 연장에 큰 영향을 받지 않는 것으로 나타났다. 경간의 증가에 따라 수평변위가 크게 증가되었으며, 연장 120.0m에서의 수평변위는 Bozozuk가 제시한 허용 변위를 초과하는 것으로 나타났다. 하지만, 파일벤트에 발생되는 모멘트가 소성모멘트를 초과하지는 않았다. IPM Bridge는 설계지침에 제시된 최대 적용조건인 파일벤트의 돌출높이 10.0m, 연장 120.0m에서는 수평변위가 과도하게 발생될 수 있으므로, 설계단계에서 면밀한 검토가 필요하다.