• Proceedings of the Korean Society of Precision Engineering Conference
• /
• 2004.05a
• /
• pp.254-254
• /
• 2004

미세 방전 가공은 전도성 재료에 미세 구멍을 가공할 때 주로 적용되는 방법이다. 그러나 미세 방전가공을 이용하여 구멍을 가공할 때 직경이 일정한 공구를 사용하더라도 입구와 출구의 직경에는 차이가 생긴다. 구멍의 벽면과 공구사이에는 2차 방전이 발생하고 상대적으로 2차 방전의 영향을 많이 받는 입구가 출구보다 직경이 커지게 된다. 이 때문에 미세 구멍의 단면 형상은 깊이 방향으로 테이퍼가 생기게 되며, 이로 인해 진직 구멍을 가공할 수 없게 된다. 따라서 이 논문에서는 이러한 테이퍼 형상을 제거하여 진직 구멍을 가공하는 방법에 관해 연구하였다.(중략)

• Journal of the Korean Geotechnical Society
• /
• v.24 no.12
• /
• pp.13-22
• /
• 2008

Fourteen calibration ehamber tests were performed using one cylindrical and two tapered piles with different taper angles to investigate the changes of the bearing capacity of tapered piles with soil state and taper angle of piles. The results of calibration chamber tests show that the ultimate base resistance of tapered piles increases with increasing mean stress and relative density of soil. It also increases with increasing taper angle for medium sand, but with decreasing taper angle for dense sand. The ultimate shaft resistance of tapered piles increases as vertical and horizontal stresses, relative density and taper angle increase. Based on the results of model pile load tests, a new design method with shape factors for estimation of the bearing capacity of tapered piles is proposed considering the effect of soil state and taper angle on bearing capacity of tapered piles. In order to check the accuracy of predictions calculated using the new method, middle-scale field pile load tests were also conducted on cylindrical and tapered drilled shafts in clayey sand. Comparison of calculated values with measured ones shows that the new design method produces satisfactory predictions tor tapered piles.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.27 no.5
• /
• pp.361-368
• /
• 2014

Modal properties for tapered cantilever pipe-type beam is identified by applying the boundary conditions to a general solution for tapered beam. A bending stiffness for cracked beam is constructed based on an energy method for tapered cantilever thin-walled pipe, which has a through-the-thickness crack, subjected to bending. Then the natural frequencies and mode shapes of a tapered cantilever thin-walled cracked pipe are identified. It can be found that the phenomenon of the bending stiffness distribution along the beam length of the cracked beam is quite reasonable, the natural frequencies are decreased as the crack sizes are increased, and the mode shapes are changed due to the crack. This results may be used to the vibration-based crack identification for the tapered cantilever pipe-type tower structures.

• Tunnel and Underground Space
• /
• v.21 no.3
• /
• pp.164-173
• /
• 2011

In the present study, the stability of a compressed air energy storage cavern was numerically assessed by concrete plug shapes in order to investigate the optimal shape of concrete plug. The concrete plugs were cylindrical, embedded cylindrical, tapered, and wedged in shape. The stability assessment was carried out based on factor of safety through a strength reduction method and a volume ratio which refers to the ratio of the volume of yield regions in concrete induced by internal pressure to all concrete volume. The results from the present study indicated that the embedded cylindrical and taper shaped plugs were mechanically more stable than the cylindrical and wedge shaped plugs. However, from a comparison of stress distributions in rock mass between the embedded cylindrical and taper shaped plugs, the taper shaped plug was found to be more optimal than the embedded cylindrical plug, since the embedded cylindrical plug caused more stress concentration in the interface between the plug and rock mass than the taper shaped plug.

• Journal of the Korean Geotechnical Society
• /
• v.23 no.5
• /
• pp.101-110
• /
• 2007

In order to investigate the effect of the pile shape on the bearing capacity of non-displacement piles, a series of model pile load tests were performed using a calibration chamber and three model piles with different shape. Results of the model tests showed that the bearing capacity of tapered piles was affected by its taper angle as well as the stress states and relative density of soil. Based on the results of model pile load tests, a new design equation for estimation of the bearing capacity of non-displacement piles was proposed, and it takes into account the effect of the taper angles on the bearing capacity of non-displacement piles.

• Transactions of the Korean Society of Mechanical Engineers A
• /
• v.35 no.3
• /
• pp.333-340
• /
• 2011

We evaluated the stress-reduction effect for different shapes of a composite adherend with or without a spew fillet. Six different single-lap joint specimens were modeled and assessed using nonlinear finite element analysis. Moreover, we investigated the effect of the stiffness ratio of the adherend and adhesive. The single-lap joint with normal tapering had the highest stress values, and the single-lap joint with reverse tapering and a spew fillet had the lowest stress values. The composite adherends with higher stiffness had lower stress values, and the adhesives with lower stiffness had lower stress values.

• Journal of the Korean Society for Precision Engineering
• /
• v.22 no.4
• /
• pp.52-59
• /
• 2005

When a micro hole is machined by EDM with a cylindrical electrode, the hole diameter is different at the inlet and the outlet of the micro hole. The taper shape of the micro hole is caused by not only wear of the electrode but the eroded particles. The eroded particles cause secondary discharge during machining the micro hole. As a result, the diameter of the inlet becomes larger than that of the outlet. In this paper, a new method is proposed to reduce the difference in diameter between the inlet and the outlet of the hole. Observed was that the feed depth and machining time affect the formation of taper shape On this experimental basis, ultrasonic vibration was applied to reduce machining time, and capacitance was changed during machining to use the difference in discharging energy of different capacitances. Using the proposed method, a straight micro-hole was fabricated.

• Transactions of the Korean Society of Mechanical Engineers
• /
• v.6 no.3
• /
• pp.271-281
• /
• 1982

이 연구는 테이퍼진 가공물이 동적 절삭상태에서 가지는 한계절삭깊이의 예측을 위한 이론 및 실험적 방법을 논하였다. 절삭 모델은 Usui-Hirota(1)가 제안한 것을, 가공물의 형상은 MTIRA (2)가 제안한 공작기계 동적성능시험용 표준시편을 다소 수정하여 사용하였다. 칩유동각은 Usui-Hirota의 에너지 방법에 의하여 구하였고, Inamura-Sata(6)의 원통형 가공물에 대한 절 삭동력학 이론을 일반화시켜 테이퍼진 가공물에 적용하여 절삭의 안정한계를 구한 후 채터시험 결과와 비교하여 이론의 타당성을 검증하였다.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.11 no.12
• /
• pp.4715-4720
• /
• 2010

In this study, we developed new tapered rolling type strip pressure key for the prevention of scratch in sheet metal forming line. The developed pressure key is equipped with two tapered rollers inside a conventional block pressure key. Through the scratch test, for the case of transversal movement the tapered rolling type pressure key reduces both friction and depth of scratch by the effect of tapered shape which decreases the pressure spike on edge, and for longitudinal movement the scratch on the sheet metal surface is certainly removed by the rolling contact.

• Proceedings of the Acoustical Society of Korea Conference
• /
• spring
• /
• pp.379-384
• /
• 2004

체외 충격파 쇄석술 (ESWL)은 체외에서 발생된 충격파를 체내의 결석이 위치한 부위에 집속하여 결석을 분쇄하는 비 침습적인 치료술이다. 최근 충격파를 이용하여 근관절 질환을 치료하는 체외 충격 파 치료술 (ESWT)이 또한 임상적으로 주목을 받고 있다. 아직 ESWT를 위한 최적의 충격파 노출 조건은 알려져 있지 않지만, 일반적으로 ESWL에 비해 상대적으로 충격파장의 초점 영역이 넓고 낮은 강도의 충격파를 사용한다. 본 연구에서는 ESWT에 적합할 것으로 예상되는 테이퍼 원통형 충격파 발생 방식을 제안하고자 한다. 본 연구에서는 테이퍼 원통형 충격 파 발생 의 초점 부위의 파형을 수치 해석하여 평가하고, 기존 원통형의 경우와 비교하였다. 테이퍼 원통형 충격파 발생기의 시제품을 제작하고, 발생된 강도를 평가하기 위해, 모의 결석을 제작하여 분쇄 효율을 측정하였으며, 결과를 원통형 충격파 발생기와 비교하였다.