• 대한기계학회:학술대회논문집
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• 대한기계학회 2000년도 춘계학술대회논문집B
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• pp.531-534
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• 2000

The objective of this investigation is to find effects of the pulsatile flow on the morphological changes of the endothelial cell(E.C.) in blood vessel. The shear flow experiment system is used to get the morphological changes of the E.C. The shapes of E.C. are simulated by the cosine curves and computer simulation is used to calculate the pressure and shear stress fields on the E.C. The inlet boundary condition is given from the measured velocity data of femoral artery. The endothelial cells reduce their heights in the flow field so as to reduce the pressure and wall shear stress on the surface. As the exposed time increases, the shear stress and pressure on the E.C. are reduced under the pulsatile flow. The shear stresses on the cell surface show the minimum values during the deceleration phase.

• 소성∙가공
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• 제12권6호
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• pp.582-587
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• 2003

This paper is concerned with the mechanical property changes of the milli-size products manufactured by forward extrusion processes with square dies. Experiments are carried out with pure aluminum and pure copper billets. Extrusion ratio and knock-out pad are chosen as the important process parameters affecting the changes of mechanical properties such as shear strength and hardness. Shear strength tests with the extruded milli-size pin have shown the strong relation between victors hardness and shear strength in the neck of a stepped pin. As the extrusion ratio increases, the hardness on both the surface and the center line of a pin also increase. It is also noted that the hardness on the surface is a little higher than that on the center. The existence of knock-out pad in extrusion die causes the hardness in the neck of a extruded pin to increase. Finally, the approximated linear relations between shear strength and hardness of a pin are suggested.

• 한국표면공학회:학술대회논문집
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• 한국표면공학회 2009년도 추계학술대회 초록집
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• pp.179-180
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• 2009

본 연구에서는 ENIG, ENEPIG 의 Pad 표면처리가 고속전단시험에 미치는 영향에 대해 연구하고자 하였다. Pad의 표면처리를 ENIG와 ENEPIG로 하여 고속전단시험을 수행하여 그에 따른 Shear force와 Shear energy를 측정하였다. 고속전단시험결과 ENEPIG 표면처리 시편이 ENIG의 표면처리시편보다 shear force와 shear energy의 값이 높게 나타났다.

• 한국구조물진단유지관리공학회 논문집
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• 제6권4호
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• pp.201-207
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• 2002

An advanced fiber sheet has been widely used for strengthening of the concrete structures due to its excellent properties such as high strength and light weight. Bond strength is very important in strengthening the concrete structures using an advanced fiber sheet. This research examines the bond behavior between fiber sheet and concrete, investigates the bond strength by the direct pull-out test and the tensile-shear test. To obtain the tensile-shear strength a double-face shear type bond test is conducted. The primary test variables are the types of concrete surface roughness (disk-grinding/chipping) and retrofitting methods (bonding/injection). Thirty specimens were tested to evaluate the bond strength. It is shown that the average bond strength between fiber sheet and concrete by the direct pull-out test and the tensile-shear test is $22.3{\sim}23.1kgf/cm^2$ $17.92{\sim}19.75kgf/cm^2$, respectively.

• 대한치과기공학회지
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• 제41권3호
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• pp.203-209
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• 2019

Purpose: The purpose of this study was to investigate the mechanical properties of polymer prosthetic and restorative materials for dental CAD/CAM using two test method; surface characteristics and shear bond strength. Methods: Commercialized CAD/CAM polymer blanks were investigated; One kinds of PMMA, and one PEKK blanks. A total of 20 PMMA and PEKK specimens were prepared, and each group was divided into 10 specimens. Average surface roughness was observed under surface profilometer. The contact angle was measured with a surface electrooptics. The bond strength was evaluated by a universal testing machine at a crosshead speed of 5mm/min. The data were statistically analyzed using independent t-test and Fisher's exact test(P<0.05). Results: The PMMA and PEKK group showed a significant difference in the shear bond strength with the composite resin(P<0.05). The surface roughness of the PEKK group was higher than that of the PMMA group. The fracture mode were observed in PEKK groups with 50% showing adhesive remnant index score. Conclusion: PEEK is used as substructure material and composite veneering material is applied. PEKK resins will contribute to the development of successful products that will provide structural and aesthetic satisfaction.

• Steel and Composite Structures
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• 제17권1호
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• pp.21-46
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• 2014

This paper presents a simple n-order four variable refined theory for the bending and vibration analyses of functionally graded plates. By dividing the transverse displacement into bending and shear parts, the number of unknowns and governing equations of the present theory is reduced, and hence, makes it simple to use. The present theory is variationally consistent, uses the n-order polynomial term to represent the displacement field, does not require shear correction factor, and gives rise to transverse shear stress variation such that the transverse shear stresses vary parabolically across the thickness satisfying shear stress free surface conditions. The governing equations are derived by employing the Hamilton's principle and the physical neutral surface concept. The accuracy of the present solutions is verified by comparing the obtained results with available published ones.

• Structural Engineering and Mechanics
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• 제86권5호
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• pp.663-671
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• 2023

Freeze-thaw cycles induce strength loss at the frozen soil-concrete interface and deterioration of bonding, which causes construction engineering problems. To clarify the deterioration characteristics of the interface under the freeze-thaw cycle, a frozen soil-concrete sample was used as the research object, an interface scanning electron microscope test under the freeze-thaw cycle was carried out to identify the micro index information, and an interface shear test was carried out to explore the loss law of interface shear strength under the freeze-thaw cycle. The results showed that the integrity of the interface was destroyed, and the pore number and pore size of the interface increased significantly with the number of freeze-thaw cycles. The connection form gradually deteriorates from surface-to-surface contact to point-to-surface contact and point-to-point contact, and the interfacial shear strength decreases the most at 0-3 freeze-thaw cycles, with small decreases from to 3-8 cycles. After 12 freeze-thaw cycles, the interfacial shear strength tends to be stable, and shear the failure occurs internally in the soil.

• 디지털융복합연구
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• 제19권3호
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• pp.245-251
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• 2021

본 연구에서는 지르코니아의 새로운 표면처리 방법이 레진 시멘트와의 전단결합강도에 미치는 영향을 알아보고자 하였다. 지르코니아 표면처리 방법 따라 5개의 그룹으로 분류하였다: 표면처리 미시행한 군(CON군), 100℃에서 9% 불산에 10분간 노출시킨 군(HF군), 15% 지르코니아 슬러리를 적용한 군(ZS15군), 30% 지르코니아 슬러리를 적용한 군(ZS30군), 50% 지르코니아 슬러리를 적용한 군(ZS50군). 표면처리한 지르코니아 위에 레진 시멘트를 적용하였고, 열 순환 처리 후 지르코니아와 레진 시멘트 간의 전단결합강도를 측정하였다. 전단결합강도에 대한 통계 방법으로 Kruskal-Wallis test와 Mann-Whitney U test 및 Boneferroni correction를 사용하였다(α=.05/10=.005). 지르코니아 슬러리를 적용한 군은 CON군과 HF군에 비해 높은 전단결합강도를 보였다(p<.05/10=.005). 지르코니아 슬러리를 이용한 표면처리 방법은 레진 시멘트와 지르코니아 간의 전단결합강도를 증대시킴을 확인하였다. 본 연구 결과, 새로운 표면처리 방법은 지르코니아가 지닌 접착의 한계점을 보완하고 개선함으로써 지르코니아의 보다 다양한 임상적 적용 가능성을 기대할 수 있을 것으로 사료된다.

• 한국지반공학회논문집
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• 제34권4호
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• pp.13-25
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• 2018

앵커가 보강된 비탈면에 활동이 발생한 경우에는 활동면을 따라 전단면에 전단응력과 휨 응력이 작용하게 되고, 전단변형의 증가는 앵커의 긴장력 변화를 야기한다. 본 연구에서는 전단에 따른 앵커의 긴장력 변화를 확인하기 위해 앵커의 수직방향으로 전단변형을 유발하여 앵커의 긴장력을 측정하는 방법으로 대형 직접전단시험기를 통해 전단시험을 수행하였다. 전단시험은 앵커 설치 유무, 정착부에서 전단면까지의 이격거리(1D, 2D, 4D) 및 측압(0.1MPa, 0.2MPa)을 변수로 총 8가지 조건에 대해 시험을 실시하였다. 전단시험 결과, 이격거리와 주변지반의 측압은 앵커가 설치된 모형 지반의 전단력 및 앵커의 긴장력에 영향을 미치는 것으로 나타났으며, 전단력 변화는 앵커 두부 및 선단부의 축력변화와 관련이 있음을 규명하였다. 따라서 앵커 두부에서의 긴장력 변화 경향을 분석함으로써, 간접적으로 앵커 정착부에서의 전단변형에 따른 거동을 예측할 수 있음을 확인하였다.

• 터널과지하공간
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• 제9권4호
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• pp.350-363
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• 1999

주기전단하중 하의 암석 절리에 대한 역학적 거동을 규명하기 위해 정밀 주기전단시험 장치를 설계·제작하였다. 실험실에서 황등화강암과 여산대리석 인공 절리 시료로 펑면절리와 거친 절리에 대해 일련의 주기전단시험을 실시하였다. 시료에 대한 레이저 변위계를 이용한 3차원 거칠기 측정을통해 절리의 거칠기 특성을규명하였다. 주기전단시험 결과를 통해 주기전단 과정의 단계별 거동 특성과하중과제하시의 거동 차이, 전단거동의 이방성 등을고찰하였다. 거친 절리면의 역학적 거동 특성은 주로 2차 거칠기의 영향과 암석 재료의 높은 강도에 영향을 받았다. 주기전단시 거친 절리에 대한 돌출부 손상이 지수적인 거칢각 손상 법칙을 따름을 실험적으로 검증하였으며, 수직응력파 거칠기 종류, 하중 단계에 따라 돌출부들의 손상 기구가 다름을 확인하였다.