• 대한족부족관절학회지
• /
• 제14권2호
• /
• pp.146-150
• /
• 2010

Purpose: Pilon fracture has several serious complications such as joint stiffness, arthrosis and delayed angular deformity. We report short-term results of new treatment modality using distracted dynamic external fixators and early controlled ankle motion. Materials and Methods: Eight cases of severe pilon fractures for which we tried small plate fixation and additional distracted dynamic external fixators from July 2007 to June 2009 were included. Half passive continuous ankle joint motion was allowed under free hinged ring fixators after the operation. The external fixators were removed after two or three months from the surgery. We investigated joint space by radiograph, joint pain, range of motion, patient's satisfaction of treatment protocol. Results: Joints were distracted when external fixators were applied and mean 28% of space loss developed after removal of external fixators. In most of cases, satisfactory alignments were maintained. Regarding range of joint motion, mean dorsiflexion angle was 15 degrees and mean plantarflexion angle was 32 degree in the condition of wearing external fixators. There was mean 8% reduction of range of motion but no further progression of ankle stiffness after removal of external fixators. Dorsiflexion was not improved after that, but plantarflexion angle was improved 10% even after removal of external fixators. Patients were generally in compliance with the treatment protocols with high level of satisfaction. Conclusion: We got good results with distracted dynamic external fixators and early continuous half-passive joint motion for pilon fractures in terms of joint pain and range of motion. Therefore we suggest this new protocol as an alternative modality for severe pilon fractures.

• 한국자기학회지
• /
• 제7권1호
• /
• pp.7-12
• /
• 1997

회전형 볼밀을 이용하여 Ar 분위기에서 기계적 합금화 방법으로 Fe$_{50}$Zr$_{50}$ 비정질을 제조하고 이들의 구조 및 자기적 성질을 투과전자현미경과 SQUID 자력계를 이용하여 조사하였다. 기계적합금화법으로 제조된 분말로 부터 얻은 제한시야 회절도형은 두개의 인접한 halo ring 도형을 나타내며, 이것은 비정질이 Fe rich 한 비정질과 Zr rich 한 두 비정질로이 공존하기 때문이다. 기계적 합금화한 Fe$_{50}$Zr$_{50}$ 비정질 분말에서 비정질상의 큐리온도로 부터 추정된 강자성 Fe-Zr계 비정지상의 Fe 조성은 100시간 합금화한 경우 65 at% 로서, 이것은 비정질의 상분리가 일어났기 때문이며, 이 결과는 회절도형의 분석결과와 일치한다. 기계적 합금화한 Fe$_{50}$Zr$_{50}$ 분말의 스핀파 탄성계수는 100시간 합금화한 경우에는 52.2 meV .angs. 이고, 200시간 합금화 한 경우에는 63.8 meV .angs. 으로 합금화시간이 증가함에 따라 증가하였다. 이것으 200시간 합금화한 경우 부분 결정화에 의하여 .alpha. -Fe가 일부 석출하였기 때문이다.

• 한국터널지하공간학회 논문집
• /
• 제23권2호
• /
• pp.93-106
• /
• 2021

일반적으로 세그먼트 라이닝 터널은 프리캐스트 콘크리트 세그먼트를 연결하여 하나의 링을 구성하고 터널의 진행방향으로 링을 서로 결합하여 형성한 터널을 말한다. 세그먼트 라이닝의 구조적 특성은 세그먼트 이음부의 거동에 따라 크게 달라지므로 이음부를 적절하게 모델링해야 한다. 지반 하중을 받을 때 세그먼트 이음부는 회전에 저항하는 힌지로 작동하며, 모멘트-회전 관계는 비선형 거동을 보인다. 세그먼트 이음부가 라이닝 거동에 미치는 영향을 파악하기 위해 실제 설계에 통용되는 일본 기준 및 Janssen 모델을 적용하여 세그먼트 이음부의 모멘트-회전 관계를 설정하였다. 또한 이 논문은 지압강도를 기초로 세그먼트 이음부의 회전강성을 결정하는 방법을 제시하였다. 가상의 설계조건에서 기존 모델 및 제시된 방법을 적용해 세그먼트 이음부의 회전을 추정하고 세그먼트 라이닝과 이음부에서 발생하는 단면력을 계산하였다. 세그먼트 이음부의 회전이 증가할수록 이음부의 접촉 면적이 감소하므로 세그먼트 이음부의 지압강도를 확인해야 한다. 이 논문은 세그먼트 이음부의 지압강도를 검토하기 위해 세그먼트 이음부의 회전강성을 결정하고 지압강도를 계산하는 일관된 방법을 제시하였다.

• Computational Structural Engineering : An International Journal
• /
• 제1권2호
• /
• pp.107-116
• /
• 2001

The present paper investigates the nonlinear behavior of reinforced concrete shear walls with a crank based on a finite element analysis. The loading type is a horizontal cyclic one such as earthquake loads. Experiments of the shear walls with and without cranks, performed previously to see flow the behavior changes depending on the crank, are compared with the results obtained from the finite element analysis. The finite element analysis is based on an isoparametric degenerated shell formulation. The nonlinear constitutive equations fur concrete are modeled adopting the formulation based on a concept of Ring Typed-Lattice Model. The experiments indicate that the shear walls with a crank have low stiffness and relatively low carrying capacity compared with an ordinary plane shear wall without cranks and that they are more ductile, and the tendency is a1so confirmed based on the finite element analysis. Moreover, a good agreement between the experiments and analyses is obtained, accordingly, it is confined that the present numerical analysis scheme based on the Lattice Model is a powerful one to evaluate the behavior of reinforced concrete shear walls with cranks and without cranks.

• 대한전기학회논문지:전기기기및에너지변환시스템부문B
• /
• 제54권5호
• /
• pp.253-259
• /
• 2005

Magnetic encoder with relatively low pulse per rotation is generally used for detecting speed of the high-speed rotating machine. It is due to the fact of the mechanical problems of vibration and bearing stiffness and also the limit of maximum output pulse of the mounted encoder. The magnetic encoder is divided into two types, that is, toothed gear-wheel method and magnetic wheel method according to the shape of the rotation disk. In case of detecting speed by the tooth gear-wheel, the encoder itself can be acted as the additional inertia where the number of tooth determining the output pulse and the width of the wheel detecting the change of the magnetic flux density are relatively enough large considering the volume of the rotating machine. While the magnetic wheel method has the limit of the magnetizing number of the ring magnet, there is relatively few, if nv, the influence of inertia on the machine. In this paper, it is proposed a simple magnetic wheel encoder suited for the high speed rotating machine and the method of signal processing and the output characteristics are examined through the V/F operation of max 48,000(rpm) and 2.4(KW) spindle motor.

• 한국터널지하공간학회 논문집
• /
• 제17권3호
• /
• pp.363-382
• /
• 2015

본 연구는 수치해석을 통하여 TBM 세그먼트의 분할 수와 인접한 링의 이격각도가 라이닝의 부재력에 어떤 영향을 미치는 살펴보았다. 수치해석은 Midas civil 2012+ 프로그램을 사용하였고, 모델링은 2링빔 스프링 모델을 이용하였다. TBM 세그먼드 부재력은 다양한 요소에 의해 결정된다. 본 논문에서는 세그먼트 분할 수와 분포를 제외한 다른 요소인 이음부 스프링 계수, 지반반력계수를 통제하고 특정한 분할 수와 분할 특성을 통해 case를 선정함으로써 분할 수와 분포와 같은 분할 특성이 부재력에 미치는 영향을 분석하였다. 이로써 TBM 세그먼트 시공 설계시 구조적으로 유리하거나 불리한 이음부 특성을 확인할 수 있다.

• 한국산학기술학회논문지
• /
• 제11권6호
• /
• pp.1949-1954
• /
• 2010

자이로스콥은 네비게이션을 가이드하거나 특성을 제어하는데 적절한 관성 측정도구로 사용되었다. 매우 민감 한 센서로서의 정확성은 저회전율 역전파 사이의 진동수 커플링으로 인한 폐쇄영역(데드 밴드)으로 결정된다. 이 진동 커플링은 위상차가 없으며, 각증분 값은 검출되지 않는다. 이 문제는 자이로스콥의 기계적인 진동으로 해결될 수 있다. 본 논문은 FEM을 통해 이론적 식들의 이론적 고려사항과 증명의 방법으로 기계 진동의 설계방법을 제시한 것 이다. 결과적으로, 공명 진동수와 최대 진동률의 최대 예측 오차는 5 %이하였다. 진동의 기계적 성능을 위한 이론식 들은 타당하다고 할 수 있다.

• 한국소성가공학회:학술대회논문집
• /
• 한국소성가공학회 2004년도 제5회 압연심포지엄 신 시장 개척을 위한 압연기술
• /
• pp.72-82
• /
• 2004

The deformation mechanism of hexagonal close-packed materials is quite complicate including slips and twins. A deformation mechanism, which accounts for both slip and twinning, was investigated for polycrystalline hop materials. The model was developed in a finite element polycrystal model formulated with initial strain method where the stiffness matrix in FEM is based on the elastic modulus. We predicted numerically the texture of Mg alloy(AZ31B) sheet by using FEM based on crystal plasticity theory. Also, we introduced the recrystallized texture employed the maximum energy release theory after rolling. From the numerical study, it was clarified that the shrink twin could not be the main mechanism for shortening of c-axis, because the lattice rotation due to twin rejects fur c-axis to become parallel to ND(normal direction of plate). It was showed that the deformation texture with the pyramidal slip gives the ring type pole figure having hole in the center.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2009년도 춘계 학술발표회
• /
• pp.195-198
• /
• 2009

Rammed Aggregate Pier method is intermediate foundation of deep and shallow foundation, it has been built on world wide. But the investigation and research in domestic is not accomplished. In this paper, examined details of different spacing of piles, bearing capacities, respectively, conclude with recommendations on how RAP can be used in future needs. This documentation further provides comparisons of the laboratory test results which were obtained from differenciate the spacing of piles, namely installed rammed aggregate pier. Strain control test was conducted to determine the bearing capacities of the piers; 20mm, 30mm and 40mm diameter drilling equipment to drill holes were installed in sand at initial relative densities of 40%. By comparing different spacing of piles, in this experiment, piles are spaced structually span, form a ring shape, narrowing the distance of each other, to the center. the result shows that as diameter of pier is bigger in diameter, bearing capacity also dramatically increased due to raised stiffness. Also, the space between each piers narrowed, settlement rate of soil was decreased significantly. From the test results, as the space between each piles were getting closer, allows greater chances to have resistance to deformation, shows improved stability of structures.

• Journal of Advanced Marine Engineering and Technology
• /
• 제20권4호
• /
• pp.50-58
• /
• 1996

The torsional vibration of the propulsion shafting system equipped with viscous damper is investigated. The equivalent system is modeled by a two mass softening system with Duffing's oscillator and the vibratory motion is described by non-linear differential equations of second order. The damper casing is fixed at the front-end of crankshaft and the damper's inertia ring floats in viscous silicon fluid inside of the camper casing. The excitation frenquency is proportional to the rotational speed of engine. The steady state response of the equivalent system is analyzed by the computer and for this analyzing, the harmonic balance method is adopted as a non-linear vibration analysis technique. Frequency response curves are obtained for 1st order resonance only. Jump phenomena are explained. The discriminant for the solutions of the steady state response is derived. Both theoretical and measured results of the propulsion shafting system are compared with and evaluated. As a result of comparisions with both data, it was confirmed that Duffing's oscillator can be used in the modeling of the propulsion shafting system attached with viscous damper with non-linear stiffness.