• 한국항공우주학회지
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• 제49권3호
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• pp.221-231
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• 2021

본 연구에서는 덕트 팬-상/하부 베인의 제자리 비행 공력 특성에 관한 수치적 연구를 수행하였다. 일정한 회전 속도, 블레이드 콜렉티브 피치각에서 상부 베인 꺾임각 변화에 따른 시스템 구성 요소별 공력 민감도를 분석하였다. 개별 베인 작동 메커니즘과 덕트-베인 공력 상호 간섭의 물리적 특성을 파악하고자 베인의 조종 성능과 덕트 공력하중 분포를 상세히 분석하였다. 마지막으로, 전기체의 조종 성능 개선을 위해 상부 베인의 새로운 작동 메커니즘을 제안하였다. 상부 베인 꺾임각 변화에 따라 상부 베인 측력과 롤링 모멘트는 선형 증가하였으나, 전기체 측력은 덕트에서 작용하는 반력에 의해 현저히 낮게 나타났다. 또한 덕트 수축부 가까이 위치한 상부 베인이 조종 성능 변화에 가장 큰 역할을 하였다. 덕트와 상부 베인 흡입면의 공력 상호 간섭에 의해 덕트의 음압이, 덕트와 상부 베인의 압력면 공력 상호 간섭에 의해 압력 회복이 발생하여 덕트의 비대칭 공력 증가의 원인이 되었다. 4개의 상부 베인을 0°로 고정시키거나 제거했을 때, 덕트의 비대칭 공력은 감소하고, 전기체의 롤링 모멘트는 80%까지 증가하여 공력 성능이 개선되었다.

• 한국정밀공학회지
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• 제19권5호
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• pp.133-138
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• 2002

The technique of high speed machining is widely studied in machining fields, because the high efficiency and accuracy in machining can be obtained in high speed machining. Unfortunately the development of tool fur high speed machining in not close behind that of machine tool. In this study, 10 types flat endmill is prepared for obtaining data according to tool shape. Especially, we concentrated in helix angle, number of cutting edge and rake angle. Cutting condition is selected for several experiments and measuring cutting farce, tool life, tool wear and chip shape according to cutting length. 3-axis cutting farces are acquired from the tool dynamometer with high natural frequency, as the conventional tool dynamometer (9257B, Kistler) has cannot measure the state of high frequency force. Particularly, we found out that the axial cutting force waveform has a good relation with tool wear features. And flow is interrupted at the beginning of cutting by the decrease of rake angle. By above results. it is suggested the endmill tool with 45$^{\circ}$helix angle, 6 cutting edge and -15$^{\circ}$rake angle is suitable for high speed machining.

• 한국언론정보학보
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• 제69권
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• pp.30-70
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• 2015

본고는 권력과 소통의 관계를 규명하려는 것이다. 이를 위해 본고는 언어 행위론을 도입하여 권력과 소통의 관계를 구체적으로 보여주려 했다. 권력은 다른 사람에게 의도된 효과를 낳을 수 있는 능력이다. 그런데 인간은 언표내 행위라는 언어 행위의 수행을 통해서 다른 사람에게 의도를 전하고 언표외 행위라는 언어 행위에 의해 다른 사람에게 의도된 효과를 낳으려 한다. 말하자면, 권력은 대체로 언어 행위를 통해서 행사된다고 말할 수 있다. 물론, 물리적 강제력 즉 폭력의 경우는 언어 행위를 필요로 하지 않는다. 그러나 물리적 강제력이라고 소통과 아주 무관한 것도 아니다. 더구나 다른 유형의 권력은 그 실행을 위해서 반드시 언어 행위를 필요로 한다. 심리적 강제력을 포함하여 권력은 대체로 언어 행위를 매개로 소통과 밀접합 관계를 맺고 있는 것이다. 본고는 언어 행위론을 통해 권력과 언어 행위가 매우 긴밀한 관계를 맺고 있다는 점, 그리고 더 나아가 권력의 행사는 언어 행위의 하나인 언표외 행위와 동일하며, 권력의 유형에 따라 언어 행위의 유형이 다르며, 언어 행위의 유형이 다름에 따라 그 윤리성도 다르다는 점을 밝히려고 하였다.

• Steel and Composite Structures
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• 제7권2호
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• pp.87-103
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• 2007

This paper presents some of the results from an experimental research project on the behavior of extended end-plate connections subjected to moment conducted at the Structural Laboratory of Jordan University of Science and Technology. Since the connection behavior affects the structural frame response, it must be included in the global analysis and design. In this study, the behavior of six full-scale stiffened and unstiffened cantilever connections of HEA- and IPE-sections has been investigated. Eight high strength bolts were used to connect the extended end-plate to the column flange in each case. Strain gauges were installed inside each of the top six bolts in order to obtain experimentally the actual tension force induced within each bolt. Then the connection behavior is characterized by the tension force in the bolt, extended end-plate behavior, moment-rotation relation, and beam and column strains. Some or all of these characteristics are used by many Standards; therefore, it is essential to predict the global behavior of column-beam connections by their geometrical and mechanical properties. The experimental test results are compared with two theoretical (equal distribution and linear distribution) approaches in order to assess the capabilities and accuracy of the theoretical models. A simple model of the joint is established and the essential parameters to predict its strength and deformational behavior are determined. The equal distribution method reasonably determined the tension forces in the upper two bolts while the linear distribution method underestimated them. The deformation behavior of the tested connections was characterized by separation of the column-flange from the extended end-plate almost down to the level of the upper two bolts of the lower group and below this level the two parts remained in full contact. The neutral axis of the deformed joint is reasonably assumed to pass very close to the line joining the upper two bolts of the lower group. Smooth monotonic moment-rotation relations for the all tested frames were observed.

• Geomechanics and Engineering
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• 제23권4호
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• pp.313-325
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• 2020

Slope displacement and factor of safety (FOS) of a slope are two aspects that reflect the stability of a slope. However, the traditional limit equilibrium (LE) methods only give the result of the slope FOS and cannot be used to solve for the slope displacement. Therefore, developing a LE method to obtain the results of the slope FOS and slope displacement has significance for engineering applications. Based on a force-displacement coupled mode, this work expands the LE Morgenstern-Price (M-P) method. Except for the mechanical equilibrium conditions of a sliding body adopted in the traditional M-P method, the present method introduces a nonlinear model of the shear stress and shear displacement. Moreover, the energy equation satisfied by a sliding body under a small slope displacement is also applied. Therefore, the double solutions of the slope FOS and horizontal slope displacement are established. Furthermore, the flow chart for the expanded LE M-P method is given. By comparisons and analyses of slope examples, the present method has close results with previous research and numerical simulation methods, thus verifying the feasibility of the present method. Thereafter, from the parametric analysis, the following conclusions are obtained: (1) the shear displacement parameters of the soil affect the horizontal slope displacement but have little effect on the slope FOS; and (2) the curves of the horizontal slope displacement vs. the minimum slope FOS could be fitted by a hyperbolic model, which would be beneficial to obtain the horizontal slope displacement for the slope in the critical state.

• 대한치과보철학회지
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• 제45권5호
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• pp.687-695
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• 2007

Statement of problem: The proper contact relation between adjacent teeth in each arch plays an important role in the stability and maintenance of the integrity of the dental arches. Proximal contact has been defined as the area of a tooth that is in close association, connection, or touch with an adjacent tooth in the same arch. Purpose: The aim of this study was to develop a digital device for measuring the proximal tooth contact tightness by pulling a thin stainless steel strip (2mm wide, 0.03mm thick) inserted between proximal tooth contact. Material and method: This device consists of measuring part, sensor part, motor part and body part. The stainless steel strip was connected to a stain gauge. The strain gauge was designed to convert the frictional force into a compressive force. This compressive force was detected as a electrical signal and the electrical signal was digitalized by a A/D converter. The digital signals were displayed by a micro-processor. The pulling speed was 8mm/s. Results: For testing reliability of the device in vivo, two healthy young adults (A, B) participated in this experiment. The tightness of proximal tooth contact between the second premolar and the first molar of mandible (subject A) and maxilla (subject B) was measured fifteen times for three days at rest. We double-checked the accuracy of the device with a Universal Testing Machine. Output signals from the Universal Testing Machine and the measuring device were compared. Regression analysis showed high linearity between these two signals. In vivo test, no significant differences were found between measurements. Conclusion: This device has shown to he capable of producing reliable and reproducible results in measuring proximal tooth contact. Therefore, it was considered that this device was appropriate to apply clinically.

• 한국공간구조학회논문집
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• 제12권2호
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• pp.81-88
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• 2012

텐세그리티 구조시스템의 한 종류인 케이블 돔 시스템은 케이블과 마스트로 이루어져 있다. 이 케이블에 외부하중이 가해지지 않은 상태에서 안정된 구조물이 되기 위하여 일정의 프리텐션이 가해져야 하며 구조물은 가해진 프리텐션 하에서 자기평형응력상태에 있어야 한다. 본 연구에서는 부재의 내력 벡터의 합 원리를 기초하여 자기평형 응력모드를 구하는 새로운 방법을 제안하였으며, 자기평형응력을 유지하기 위해 필요한 응력모드를 시각화할 수 있다는 점이 기존의 논문과 비교하여 독특성을 갖는다. 본 연구에서 제안된 방법에서 사용된 기본 원리는 모든 절점에서 외부하중이 가해지지 않은 상태에서 내력벡터의 합은 0이 되어야 한다는 것이다. 제안된 방법은 CAD를 이용하여 간단히 자기 평형응력모드를 찾을 수 있으며, 예제 케이블 돔 구조물을 대상으로 각 절점에 연결된 부재들의 내력을 결정하였다. 결과 값은 역학적 계산 방법과 기존의 이론에 의해 검증하였으며 잘 일치하였다.

• 한국지능시스템학회논문지
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• 제27권1호
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• pp.29-34
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• 2017

최근 카오스 동력학에 대한 연구가 많은 연구자들에 의해서 물리학, 화학, 수학, 공학, 및 사회과학 분야에서 관심을 받고 있다. 특별히 사회과학에서는 중독, 행복, 가족, 사랑 모델이 주요 연구 대상이다. 이중 사랑은 사람이 가지고 있는 4가지 감정 중 하나로서 많은 정의가 있으나 그 각각의 정의가 모두 일치하지 않는다. 최근에는 사랑을 미분방정식으로 표현하고 이 수식에서 비선형 거동 또는 카오스 거동을 찾고자 하는 노력이 중요한 연구의 하나이다. 본 논문에서는 외력을 가진 로미오와 줄리엣의 사랑모델을 기반으로 이 외력을 사람의 행동이나 인식 가까운 형태로 만들기 위해 가우시안 퍼지 소속 함수를 제시하고, 시계열과 위상공간을 통하여 이들의 특성에서 비선형 특성이 존재하는지를 확인한다.

• Smart Structures and Systems
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• 제23권6호
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• pp.627-639
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• 2019

Passive control may not provide enough damping for a stay cable since the control devices are often restricted to a low location level. In order to enhance control performance of conventional passive dampers, a new type of damper integrated with a rotary electromagnetic damper providing variable damping force and a flywheel serving as an inertial mass, called the rotary electromagnetic inertial mass damper (REIMD), is presented for suppressing the cable vibrations in this paper. The mechanical model of the REIMD is theoretically derived according to generation mechanisms of the damping force and the inertial force, and further validated by performance tests. General dynamic characteristics of an idealized taut cable with a REIMD installed close to the cable end are theoretically investigated, and parametric analysis are then conducted to investigate the effects of inertial mass and damping coefficient on vibration control performance. Finally, vibration control tests on a scaled cable model with a REIMD are performed to further verify mitigation performance through the first two modal additional damping ratios of the cable. Both the theoretical and experimental results show that control performance of the cable with the REIMD are much better than those of conventional passive viscous dampers, which mainly attributes to the increment of the damper displacement due to the inertial mass induced negative stiffness effects of the REIMD. Moreover, it is concluded that both inertial mass and damping coefficient of an optimum REIMD will decrease with the increase of the mode order of the cable, and oversize inertial mass may lead to negative effect on the control performance.

• Parasites, Hosts and Diseases
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• 제57권2호
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• pp.161-166
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• 2019

This study was done to characterize distribution of Rickettsia spp. in ticks in the northwestern and southwestern provinces in the Republic of Korea. A total of 2,814 ticks were collected between May and September 2009. After pooling, 284 tick DNA samples were screened for a gene of Rickettsia-specific 17-kDa protein using nested PCR (nPCR), and produced 88 nPCR positive samples. Of these positives, 75% contained 190-kDa outer membrane protein gene (ompA), 50% 120-kDa outer membrane protein gene (ompB), and 64.7% gene D (sca4). The nPCR products of ompA, ompB, and sca4 genes revealed close relatedness to Rickettsia japonica, R. heilongjiangensis, and R. monacensis. Most Rickettsia species were detected in Haemaphysalis longicornis. This tick was found a dominant vector of rickettsiae in the study regions in the Republic of Korea.