• Proceedings of the Korean Society of Precision Engineering Conference
• /
• 2007.11a
• /
• pp.525-526
• /
• 2007

• Proceedings of the Korean Society of Precision Engineering Conference
• /
• 2013.05a
• /
• pp.25-26
• /
• 2013

• Proceedings of the Korean Society of Precision Engineering Conference
• /
• 2010.05a
• /
• pp.585-586
• /
• 2010

• Journal of the Korean Society for Precision Engineering
• /
• v.23 no.8 s.185
• /
• pp.33-38
• /
• 2006

• Proceedings of the Korean Operations and Management Science Society Conference
• /
• 2003.05a
• /
• pp.469-473
• /
• 2003

Milling 가공시 공구와 피삭재의 접합명에서는 절삭가공의 잔유물인 burr가 생성되고, 이러한 Burr는 작업효율과 정밀도를 감소시키며 추처리과정 (Deburring)을 야기시키는 원인이 된다. 그러므로 정밀도와 작업효율을 극대화하기 위해서는 이러한 Burr의 생성원리를 파악함과 동시에 Exit Burr의 여부에 대한 판별을 하여 최적의 가공조건을 맞추어 주어야 하는데, 이러한 경우에 지금까지는 점, 선 및 원으로 피삭재의 형상을 재현하여 공구의 경로와의 Exit 각을 통해 결과를 예측하는 연구를 해왔었다. 본 논문에서 추구하고자 하는 핵심은 이러한 피삭재의 형상을 재현하기 위해 지금까지 사용해왔던 요소를 보다 다양화시키는 방안을 제시하여 프로그램의 적용 범위를 넓히려는 것이다. 예컨대 이제까지 실제 가공에서 사용되고 있는 임의형상에 대한 표현 방식 중에서 대다수 CAD 프로그램에서 곡선 및 곡면을 표현하는 경우, B-Spline Curve의 알고리즘은 패삭재의 불규칙적인 곡면을 가장 근사하게 표현하는 최적의 해결책으로 쓰여지고 있다. 그러므로 이러한 알고리즘을 통해 프로그램의 적용예를 넓히는 것은 보다 다양한 조건에서의 Burr생성에 대한 예측을 가능케 해주는 것이다. 본 논문에서는 앞에서 언급한 바와 같이 B-Spline Curve 알고리즘을 개발하고, 프로그램에 적용하는 일련의 과정을 통해 보다 다양한 형상의 피삭재에서 단일 혹은 복합경로의 공구가 지나갈 경우에 생길 수 있는 Burr를 얼마나 효율적으로 판별할 수 있는지를 소개하고자 한다.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.33 no.5
• /
• pp.1777-1783
• /
• 2013

Parshall flume is more practical one of hydraulic structures for measuring flowrate in open channels and also has more advantages when the magnitude of flow velocity is relatively lower or much more sediments are brought from upstream. International Organization for Standardization (ISO) has suggested the empirical formulas standardized by the sizes and dimensions of Parshall flume. However, the related studies using the numerical simulations and experiments are relatively rare. Therefore, in this study, it was examined whether the numerical simulation was adequacy for reproducing the hydraulic characteristics of Parshall flume as much as laboratory experiments by comparing the results from numerical simulations and empirical equation. And for arbitrary Parshall flume, that is unlisted in the ISO standards due to environmental conditions, constructional difficulties etc, thus, the hydraulic experiments should be conducted to obtain the empirical formulas for it, the results from numerical simulations were compared with those of laboratory experiments. Consequently, it was convinced that the numerical simulation about Parshall flume was simulated appropriately instead of experimental approach. And the dimensionless discharge equation of arbitrary ones was suggested using the results of numerical simulations, and the equation was validated by comparing with laboratory experimental results showing the maximum relative error of 2.3%. If the actual topography, the shape of inlet and submerged flow, which is excluded in this study, were carefully considered, it would be possible to supply a simple empirical discharge equation based on numerical results. Also, it can replete hard works for hydraulic experiment being error-prone with complex procedures to a minimum of economic effort.

• Electronics and Telecommunications Trends
• /
• v.28 no.5
• /
• pp.24-33
• /
• 2013

형상기억 물질은 임의의 형상을 유지하다 외부의 자극에 의하여 원래의 형상으로 회복되는 물질이다. 이와 같은 형상기억 물질은 형상기억합금과 형상기억고분자로 대별되며, 형상기억효과를 응용하려는 용도 및 특성에 따라 선택되어 사용되고 있다. 본고에서는 형상기억합금과 형상기억고분자의 특성 및 원리에 대해 정리하였으며, 형상기억합금에 비해 가볍고 저렴하며 외부 자극의 종류도 다양하게 선택할 수 있는 형상기억고분자의 용도를 정리하였다. 향후 형상기억고분자는 wearable 디스플레이, 태양광 패널 및 비침습성 의학소자 등 그 용도가 다양할 것으로 전망된다.

• Journal of the Korean Geosynthetics Society
• /
• v.21 no.3
• /
• pp.1-10
• /
• 2022

In this paper, the spatial randomness and probability characteristics of material properties are inversely estimated by using a set of the stochastic fields for the material properties of geotechnical structures. By using the probability distribution and probability characteristics of these estimated material properties, topology optimization is performed on structure shape, and the results are compared with the existing deterministic topology optimization results. A set of stochastic fields for material properties is generated, and the spatial randomness of material properties in each field is simulated. The probability distribution and probability characteristics of actual material properties are estimated using the partial values of material properties in each stochastic field. The probability characteristics of the estimated actual material properties are compared with those of the stochastic field set. Also, response variability of the ground structure having a modulus of elasticity with randomness is compared with response variability of the ground structure having a modulus of elasticity without randomness. Therefore, the quantified stochastic topology optimization result can be obtained with considering the spatial randomness of actual material properties.

• Proceedings of the Korean Institute of Communication Sciences Conference
• /
• 1992.10a
• /
• pp.238-242
• /
• 1992

• Journal of Korean Society for Geospatial Information Science
• /
• v.16 no.3
• /
• pp.105-110
• /
• 2008

The cross-section data are generally used for hydraulic and hydrologic modeling. However, when the detailed data of river channel are required, it is not available to use because of too wide distance of the offset between cross-sections. Also, the actual form of river channel cannot be reflected with the general interpolation methods which is considering straight line between acquired points. The aim of this paper is to present an algorithm which is to interpolate point using bilinear method and to estimate random cross-section between two surveyed cross-section data. And it is supposed that the proposed algorithm can be able to offer available data for hydraulic and hydrologic modeling.