• Structural Engineering and Mechanics
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• 제84권3호
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• pp.337-344
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• 2022

Due to corrosion defects on the surface of the oil pipe, the sealing performance of the annular blowout preventer (BOP) decreases, and the leakage of toxic and harmful gases such as H₂S and SO₂ will threaten the safety of operators on the well. Therefore, this paper establishes the FE model for evaluating the sealing performance of BOP-oil pipe corrosion defects, which is based on the rubber large deformation theory and rubber core sealing mechanism, and designs the experiment of BOP sealing performance to verify the accuracy of the FE model. The sealing performance of BOP sealing oil pipe with corrosion defects is studied. The research results show that the sealing performance of BOP is more sensitive to the axial size of corrosion defects. With the increase of oil pipe outer diameter, the critical size of defects increases continuously. The sensitivity of radial and depth dimensions is low, When for 88.9 mm outer diameter oil pipe, the axial critical size of corrosion defect is 20 mm, the radial critical size is 16 mm and the critical depth is 2 mm. Fit the formula between the outer diameter of oil pipe and the piston increment. According to the formula, the operator can calculate the piston stroke increment required by the BOP to complete the sealing when the oil pipe is corroded.

• 한국안전학회지
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• 제9권3호
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• pp.28-33
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• 1994

It is very important to have exact informations on the properties and characteristics of the sintering material as a new material of machine elements. To study the sintering spur gear and the sintering specimen to be consisted of Fe-Cu-C, the constant stress amplitude fatigue test is performed by using an electrohydrolic survo-controlled pulsating tester. Consequently, the S-N curves are obtained and the fatigue strength is compared with flaw depth. Accordingly, this study presents the fatigue strength of sintering spur gears, the critical notch depth of sintering materials and the effects of flaw depth on the bending fatigue strength.

• 한국지반공학회지:지반
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• 제9권4호
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• pp.37-44
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• 1993

실내 모형실험을 통하여 모형말뚝 한계깊이의 확인과 기존 선단지지력의 이론식들을 실내모형실험의 선단지지력 실측치와 비교하여 그 차이를 분석하였으며, 말뚝의 직경차이에서 유발되는 지지력의 차이를 비교하고자 실내 모형실험을 실시하였다. 모형지반을 균질한 모래로 조성한 경우와 국내의 현장조건에 가깝게 모형지반을 조성한 모래/풍화토층 경우로 나누어 모형실험을 실시하여 치수효과를 비교하였다. 실험결과, 모형말뚝의 선단지지력은 모래지반의 경우 응력수 준이 높을 때 한계관입깊이 효과를 나타냈으며, 모래1풍화토층의 경우 한계관입깊이를 확연히 확인할 수는 없었으나 그 경향을 보임을 알 수 있었다. 정적지지력 공식으로부터 얻어진 계산치 들은 모형실험에 의한 실측치부다 훨씬 큰 값으로 과대평가 하는 경향이 있었다. 직경크기에 따른 지지력의 차이인 치수효과는 모래지반의 경우 확인할 수 있었으나. 모래/풍화토층 지반의 경 추에는 오히려 큰 직경의 말뚝이 작은 직경의 말뚝보다 크게 나타나는 경향을 얻었다.

• 한국관개배수논문집
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• 제17권2호
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• pp.95-104
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• 2010

Water quality data for 10 years (2000~2009) from about 826 reservoirs that are operated as a agricultural water quality survey network were analyzed in order to seek water quality management plan based on physical and chemical characteristics of agricultural reservoirs. The 95% reservoirs that exceed agricultural water quality standard of Chl-a (35mg/ $m^3$) had effective water depth shallower than 5m. The reason was that the reservoirs had more inflows of nutrient salts from the watershed, bigger surface water area of weak structure to algae occurrence. As the reservoirs of effective water depth shallower than 5m cover 49% of benefited area for irrigation, it is critical for agricultural water quality management of the reservoirs. The water quality of reservoir with shallower than 5m effective water depth was worse than reservoir with deeper than 5m effective water depth. Therefore, it is desirable that effective water depth of reservoirs make more than 5m for water quality management by building the bank higher and dredging the bottom of reservoirs.

• 로봇학회논문지
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• 제19권1호
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• pp.16-22
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• 2024

Robotic grasping in unstructured environments poses a significant challenge, demanding precise estimation of gripping positions for diverse and unknown objects. Generative Grasping Convolution Neural Network (GG-CNN) can estimate the position and direction that can be gripped by a robot gripper for an unknown object based on a three-dimensional depth map. Since GG-CNN uses only a depth map as an input, the precision of the depth map is the most critical factor affecting the result. To address the challenge of depth map precision, we integrate the Segment Anything Model renowned for its robust zero-shot performance across various segmentation tasks. We adjust the components corresponding to the segmented areas in the depth map aligned through external calibration. The proposed method was validated on the Cornell dataset and SurgicalKit dataset. Quantitative analysis compared to existing methods showed a 49.8% improvement with the dataset including surgical instruments. The results highlight the practical importance of our approach, especially in scenarios involving thin and metallic objects.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2001년도 추계학술대회 논문집
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• pp.534-539
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• 2001

This paper presents the critical speed analysis of geogrid-reinforced rail roadbeds on soft soil. A rail roadbed on soft ground must be designed to avoid intolerable stress in the underlying soil and to give sufficient support for the rail system. At high speeds, the deformation of rail systems will gain dynamic amplification, and reach excessive values as a certain speed, here termed critical speed is approached. The elastic Winkler foundation model was used to predict the critical speed of geogrid-reinforced rail roadbeds on soft soil and the model properties were determined by the in-situ cyclic plate load test. Based on the parametric study of elastic beam on Winkler foundation model, the critical speed increase with the increase of the flexural risidity of subgrade EI and the stiffness coefficient of Winkler foundation k. From the in-situ cyclic load tests and analysis of elastic beam on Winkler foundation model, the critical speed increase with increase in number of reinforced layer and non-dimensional value for depth of first geogrid layers and the thickness of reinforced rail roadbed u/d.

• 한국지반환경공학회 논문집
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• 제21권6호
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• pp.5-11
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• 2020

최근 포항 및 주변 지역에서 지진 발생에 따른 액상화 현상 관측으로 인해 액상화 발생 가능성을 예측하는 연구의 중요성이 대두되고 있다. 액상화 발생 가능성은 지반정보를 활용하여 평가할 수 있는데 평가에 활용되는 전단저항강도비(CRR)값은 두 가지 지반정보인 SPT-N값과 V_s값을 활용하여 결정할 수 있다. 이 두 가지 지반정보를 활용하여 평가한 액상화 발생 가능성의 정확도를 비교하는 연구가 수행된 바 있으며 해당 연구에서는 SPT-N값을 활용한 결과가 V_s값을 활용한 결과보다 정확하다는 결론을 지었다. 또한 V_s값을 활용한 결과의 정확도가 낮은 이유는 V_s값이 액상화에 취약한 심도를 고려하지 않고 일률적으로 12m 심도에서 측정되었기 때문인 것으로 판단하였다. 따라서 본 연구에서는 일률적으로 12m 지점에서 측정된 지반정보의 타당성을 확인하고자 액상화에 취약한 심도에서 측정된 SPT-N값을 V_s값으로 환산하는 총 10가지의 경험식을 활용하여 환산된 V_s값을 통해 액상화 발생 가능성을 평가하고 실제 액상화 발생 결과와 비교하여 정확도를 확인하는 작업을 수행하였다. 그 결과 액상화에 취약한 심도를 고려한 10가지 경우 중 7가지 경우에 대하여 고려하지 않은 결과에 비해 정확도가 높게 나타났다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.687-697
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• 2010

This study was designed to carry out studies on critical seepage velocity and critical hydraulic gradient using a piping test targeting SM and ML which are widely distributed ahead of and behind the depth of E.L(-)10m in Saemangeum area in order to examine stability of embankment built on the ground vulnerable to piping. The effects of relative densities on critical hydraulic gradient and critical velocity were also compared and analyzed using empirical formula and theoretical formula, and relative densities were set up as respectively 9%, 25%, 50%, and 75% for this experiment. As a result, for critical hydraulic gradient, most of specimens detected piping at lower values than the empirical formula of Terzaghi(1922). It is, therefore, considered that the empirical formula devised by Kalin(1977) or Hayashi(1978) is more reasonable to be conservative. It was also found that critical velocity decreased as relative density increased, and critical velocity predicted was mostly lower than the theoretical formula.

• ETRI Journal
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• 제26권6호
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• pp.545-554
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• 2004

In this paper, we propose an efficient design method for area optimization in a digital filter. The conventional methods to reduce the number of adders in a filter have the problem of a long critical path delay caused by the deep logic depth of the filter due to adder sharing. Furthermore, there is such a disadvantage that they use the transposed direct form (TDF) filter which needs more registers than those of the direct form (DF) filter. In this paper, we present a hybrid structure of a TDF and DF based on the flattened coefficients method so that it can reduce the number of flip-flops and full-adders without additional critical path delay. We also propose a resource sharing method and sharing-pattern searching algorithm to reduce the number of adders without deepening the logic depth. Simulation results show that the proposed structure can save the number of adders and registers by 22 and 26%, respectively, compared to the best one used in the past.

• Journal of Information Technology Applications and Management
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• 제13권3호
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• pp.89-105
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• 2006

Information revolution shifted the meaning of education from traditional face-to-face education to technology integrated virtual one, namely cyber education. A new way of education, however, has not constituted its methodological standards either performance measurement scheme. The study probes the critical factors that influence students' achievement and satisfaction especially in the cyber education environment. Using hierarchical regression, important factors for students' achievement and satisfaction in the management education environment are presented. The results indicate that students' individual characteristics are relatively less influential for cyber education success. Rather, institutional supports including provision of in-depth interaction among students and with the instructor are more critical. We can infer that cyber education essentially requires three factors: in-depth interactions with instructor collaborative environment among peer students technical support from the institution.