• 한국마린엔지니어링학회:학술대회논문집
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• 한국마린엔지니어링학회 2012년도 전기공동학술대회 논문집
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• pp.121-122
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• 2012

In this research, we studied on improvement of the attraction force of solenoid operated valve for normal operation in harsh environment like vessel. Attraction force of the solenoid valves is effected by the B-H characteristics of magnetic material and the size of coil. In order to specify impact of the affection, we performed the B-H characteristics test and attraction force. Test results show that magnetic flux densities of the materials are difference each other more than 2 times in same magnetic intensity, and attraction force of the solenoid valve is 1.7 times difference as changes of resistance and the number of coil winding of solenoid.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 1982년도 제24회 수공학 연구발표회 논문초록집
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• pp.105-120
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• 1982

The circular cylindrical piles are extensively used in near shore structures. For the purpose of analysing stability of vertical pile, we must consider the horizontal force, the lift force, and the traverse force etc. In this paper author studied horizontal force acts on the vertical circular pile and investigated the relation between the floating body coefficients C$$ and U$$T/D.

• 한국가스학회지
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• 제17권6호
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• pp.52-57
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• 2013

본 연구에서는 안전모 쉘 구조물의 정상부에 돌출부를 설치한 경우와 설치하지 않은 경우에 대해, 안전모의 두께와 하중면적을 변수로 변형률 에너지 밀도, 응력, 변위거동을 유한요소법으로 해석하였다. 변형률 에너지 밀도는 안전모로 전달되는 충격에너지 전달을 흡수하는 성능을 나타내는 변수로 안전모의 안전성을 고찰하는 중요한 요소 중의 하나이다. 유한요소 해석 결과에 의하면, 4,540N의 충격력이 안전모의 정상부 표면에 가해질 때 충격하중을 받는 하중면적이 증가할수록 최대응력은 선형적으로 줄어든다. 그러나, 최대 변형률 에너지 밀도는 하중면적이 증가할수록 커지는 것으로 나타났다. 변형률 에너지 밀도가 줄어들면, 안전모 착용자의 머리와 목 부분으로 전달되는 충격력은 줄어드는 것으로 나타났으며, 이것은 안전모의 충격에너지 흡수 안전성을 약화시키는 요인이 될 수 있다. 따라서, 안전모의 안전한 설계를 위해서는 정상부에 돌출 구조물을 설치하는 것이 좋지만, 이러한 수정 안전모는 충격에너지 흡수성능 측면에서는 불리함을 알 수 있다.

• 한국방재학회 논문집
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• 제8권4호
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• pp.47-52
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• 2008

Breakaway 단부장치 설계에 중요한 요소가 충돌 차량의 속도변화이다. 이는 충돌실험이나 3차원 유한요소 해석을 통해서 구할 수 있으나 에너지와 운동량 보존의 법칙을 이용하여 비교적 간단하게 계산할 수도 있다. 본 논문에서는 에너지와 운동량 보존의 법칙에 기초한 지주와 소형차 충돌 시 속도변화를 계산하는 식을 유도하였다. 이를 이용한 민감도 분석을 통하여 지주 단부의 분리하중, 파괴에너지, 차량의 강도 와 충돌속도가 소형지주에 충돌하는 차량의 속도변화에 미치는 영향을 파악하였다. 지주 단부가 기초에 고정된 정도를 나타내는 분리력 및 분리파괴에너지(Breakaway Fracture Energy)가 클수록 속도변화가 크고 충돌속도의 크기가 작을수록 속도변화가 크게 나타났다.

• Composites Research
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• 제13권6호
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• pp.47-54
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• 2000

복합재 구조물의 저속충격탐지 방법 중의 하나는 고분자 압전센서를 이용하는 것이다. 본 논문에서는 저속충격을 받는 복합재 평판에 대한 충격력과 부착된 스트레인 게이지, 고분자 압전센서 신호와의 관계를 유도하였다. 압전센서의 등가회로도를 통해서 고분자 압전센서의 개회로 신호와 폐회로 신호와의 관계를 유도하여 전하증폭기를 사용하지 않은 고분자 압전센서 신호를 이용하여 복합재 평판의 충격력 복원 가능성에 대한 연구로 확장하였다. 진동실험을 통하여 얻은 복합재 평판의 고유진동수와 감쇠비를 이용하여 해석적인 모델을 수정하여 정방향 문제와 역방향 문제에 있어서 오차를 줄일 수 있었다. 복원된 충격력과 해석적인 센서 신호는 실제 저속 충격 실험을 통하여 측정한 충격력, 스트레인 게이지 신호, 그리고 고분자 압전센서 신호와 잘 일치하였다.

• 대한의용생체공학회:학술대회논문집
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• 대한의용생체공학회 1997년도 추계학술대회
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• pp.337-342
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• 1997

Dental implant has been increasingly used to recover the masticatory unction of tooth. It has been well known that the success of dental implant is heavily dependent on initial stability and long-term osseointegration due to optimal stress distribution in the surrounding bones. The role of periodontal ligament, removed during operation, is to absorb impact force and to distribute them to alveolar bone. or this reason, the study for artificial periodontal ligament has become an important issue in this field. In this study, chitosan was coated on dental implant or the purpose of replacing the role of intact periodontal ligament. The results by experiment and FEM analysis showed : I) Initial stability of dental implant was significantly increased(35%) when the implant was coated with chitosan. II) The coated implant showed higher impact absorption, more even stress distribution and lower stress magnitude under impact force than uncoated implant. Accordingly, the micro-fracture of the surrounding bones due to impact force would be lessened by chitosan coating on dental implant.

• Steel and Composite Structures
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• 제27권4호
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• pp.417-426
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• 2018

This paper presents the seismic behaviors and restoring force model of ring beam joints of steel tube-reinforced concrete column structure under cyclic loading. First, the main failure mode, ultimate bearing capacity, stiffness degradation and energy dissipation capacity are studied. Then, the effects of concrete grade, steel grade, reinforcement ratio and radius-to-width ratios are discussed. Finally, the restoring force model is proposed. Results show that the ring beam joints of steel tube-reinforced concrete column structure performs good seismic performances. With concrete grade increasing, the ultimate bearing capacity and energy dissipation capacity increase, while the stiffness degradation rates increases slightly. When the radius-width ratio is 2, with reinforcement ratio increasing, the ultimate bearing capacity decreases. However, when the radius-to-width ratios are 3, with reinforcement ratio increasing, the ultimate bearing capacity increases. With radius-to-width ratios increasing, the ultimate bearing capacity decreases slightly and the stiffness degradation rate increases, but the energy dissipation capacity increases slightly.

• Structural Engineering and Mechanics
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• 제71권4호
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• pp.391-405
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• 2019

Compared to the ambient vibration test mainly identifying the structural modal parameters, such as frequency, damping and mode shapes, the impact testing, which benefits from measuring both impacting forces and structural responses, has the merit to identify not only the structural modal parameters but also more detailed structural parameters, in particular flexibility. However, in traditional impact tests, an impacting hammer or artificial excitation device is employed, which restricts the efficiency of tests on various bridge structures. To resolve this problem, we propose a new method whereby a moving vehicle is taken as a continuous exciter and develop a corresponding flexibility identification theory, in which the continuous wheel forces induced by the moving vehicle is considered as structural input and the acceleration response of the bridge as the output, thus a structural flexibility matrix can be identified and then structural deflections of the bridge under arbitrary static loads can be predicted. The proposed method is more convenient, time-saving and cost-effective compared with traditional impact tests. However, because the proposed test produces a spatially continuous force while classical impact forces are spatially discrete, a new flexibility identification theory is required, and a novel structural identification method involving with equivalent load distribution, the enhanced Frequency Response Function (eFRFs) construction and modal scaling factor identification is proposed to make use of the continuous excitation force to identify the basic modal parameters as well as the structural flexibility. Laboratory and numerical examples are given, which validate the effectiveness of the proposed method. Furthermore, parametric analysis including road roughness, vehicle speed, vehicle weight, vehicle's stiffness and damping are conducted and the results obtained demonstrate that the developed method has strong robustness except that the relative error increases with the increase of measurement noise.

• 한국의류학회지
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• 제41권5호
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• pp.939-949
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• 2017

This study uses 3D printing technology to design and fabricate a fall impact protection pad with a spacer fabric structure. The design of the pads consists of hexagonal three-dimensional units connected in a honey-comb shape; in addition, the unit consists of a surface layer and a spacer layer. Protect pads were designed as either a hexagonal type or diamond type according to the surface layer structure; subsequently, a spacer filament was also designed as the most basic I-shape type. Designed pads were printed using four types of flexible filaments to select suitable material for a fall impact protection pad. Impact protection performance and bending stiffness were evaluated for the eight type of pad outputs. As a result of the impact protection performance evaluation, when the force of 6,500N was applied, the force passed through the pad was in the range of 1,370-2,132N. FlexSolid$^{(R)}$ and Skinflex$^{TM}$ showed good protection performance and cubicon flexible filament showed the lowest protection. NinjaFlex$^{(R)}$ was found to be the most flexible in the bending stiffness evaluation.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1995년도 추계학술대회 논문집
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• pp.822-825
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• 1995

Linear elastic stress analysis of aluminum wheel was studied using ANSYS and Unigraphics. The load condition of wheel impact test was replaced whit static force using energy valance concept. And the results were compared with strain gaga test. The test results were good agreement with analysis results.