• 한국구조물진단유지관리공학회 논문집
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• 제4권3호
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• pp.197-204
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• 2000

Tensile strength (stress) of bar splice is important in the research of mechanical behavior of reinforced concrete structures-beam, column etc.- with bar splice. The purpose of this research is to evaluate the flexural behavior - deflection of beam specimens, strain of main bars - of reinforced concrete beam with Lock Joint Coupler. To make a comparative research, reinforced concrete beam specimens with normal deformed bar and lap splice are tested and analyzed. Test results, Comparing a deflection of three types flexural specimens, a flexural specimen with Lock Joint Coupler is 40% greater than the other flexural specimens. At the center of flexural specimen, the strain of main bar(D29) with lock joint coupler is 50% less, and vice versa, at the point of 14cm far from the center of flexural specimen, the strain of main bar(D29) with lock joint coupler is 9% larger than the strain of main bar(D29) which calculated using the classical flexure theory. A discords, between a deflection behavior of the flexural specimens and a strain of the main bar, are caused by the difference of strain between the lock joint coupler and main bar, near the lock joint coupler. So, additional research is need to verify as stated above discords.

• 한국가시화정보학회:학술대회논문집
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• 한국가시화정보학회 2001년도 Proceedings of 2001 Korea-Japan Joint Seminar on Particle Image Velocimetry
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• pp.86-99
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• 2001

Vortex lock-on or resonance in the flow behind a circular cylinder is investigated from a time-resolved PIV when a single frequency oscillation is superimposed on the mean incident velocity. Measurements are made of the $K\acute{a}rm\acute{a}n$ and streamwise vortices in the wake-transition regime at the Reynolds number 360. Streamwise vortices at the lock-on and natural shedding states are observed, as well as the changes in the wake region with the change of the shedding frequency of lock-on state. When lock-on occurs, the vortex shedding frequency is found to be half the oscillation frequency as expected from previous experiments. At the lock-on state, the $K\acute{a}rm\acute{a}n$ vortices are observed to be more disordered by the increased strength and spanwise wavelength of the streamwise vortices, which leads to a strong three-dimensional motion. Recirculation and vortex formation region at the lock-on state is reduced as the oscillating frequency is increased. By comparing the Reynolds stresses at the lock-on and natural shedding states, $\bar{u'u'}\;and \;\bar{u'u'}$ at the lock-on state are concentrated on the shear layer around the cylinder. The $\bar{u'u'}\;at\;f_o/f_n=2.0$ has a large value near the centerline, compared with that of other cases. Considering the traces of maximum of u', in the wake region near the cylinder, wake width at the lock-on state is wider than that at the natural shedding state.

• 대한치과보철학회지
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• 제29권2호
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• pp.177-194
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• 1991

The purpose of this study was to analyze the magnitude and distribution of stress using a photoelastic model from a distal extension removable partial dentures with three kinds of mandibular major connectors, that is, lingual bar, linguoplate, and swing-lock attachment. A photoelastic model was made of the epoxy resin(PC-1) and hardener(PCH-1) and coated with plastic cement-1 (PC-1) at the lingual surface of the epoxy model and set with three kinds of chrome-cobalt removable partial dentures. A bilateral vertical load of 15kg to the middle portion of the metal bar crossing both the first molars of the right and the left, and a unilateral vertical load of 12.5kg to the right first molar were applied with the use of specially designed loading device and the reflective circular polariscope was used to analyze the photoelastic model under each condition. The following results were obtained : 1. When the bilateral vertical load was applied, the magnitude and distribution of the stress concentration of the edentulous area and the terminal abutment or adjacent teeth was in the order of lingual bar, linguoplate, swing-lock attachment. 2. When the unilateral vertical load was applied, the magnitude and distribution of the stress concentration of the edentulous area and the terminal abutment or adjacent teeth was in the order of lingual bar, linguoplate, swing-lock attachment. 3. When the unilateral vertical load was applied, the magnitude and distribution of the stress concentration of the termial abutment or adjacent teeth on the non-loaded side showed the least stress distribution in case of swing-lock attachment. 4. When the bilateral vertical load and the unilateral vertical load were applied the swing-lock attachment showed the mildest uniform stress distribution on the edentulous area and the alveolar bone around the abutment teeth.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2002년도 춘계학술대회 논문집
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• pp.735-739
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• 2002

PTB(Power Transfer Breaker) is a device which incorporate the functions of ACB(Air Circuit Breaker) and ATS(Automatic Transfer Switch). ACB is a circuit breaker against overload and ATS is a switching device to transfer the load between two electric power sources. An existing PTB design based upon the 5 bar & cam mechanism has been regarded to be too complex and thus a simpler 4 bar mechanism with trigger lock is proposed. Experimentation and optimization of the trigger lock is presented.

• 한국전문물리치료학회지
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• 제20권1호
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• pp.18-27
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• 2013

The purpose of this study was to compare the ring lock type knee-ankle-foot orthosis (KAFO) with newly developed 4-bar linkage KAFO on the gait characteristics of persons with poliomyelitis clinically. This 4-bar linkage is the stance control type KAFO which provide the stability during stance phase and knee flexion during swing phase. Two subjects participated in this study voluntarily. We provided the customized 4-bar linkage KAFO then asked the subjects to walk in level surface and stairs under the two different KAFO conditions. The characteristics of gait in the persons with poliomyelitis were evaluated using a 3D motion analysis system and force plate. Additionally 6 minute walk test for physiological cost index were conducted using pulse oximeter to measure the energy consumption. In the results of this study, the differences of 4-bar linkage KAFO compared with ring lock type KAFO are as follows: (1) Walking speed, stride length, and step length on level increased in subjects, (2) The gait symmetry was improved by generated knee flexion and decreased pelvic external rotation on level and stairs walking, (3) Decreased vertical excursion of center of mass and pelvic elevation during swing phase was decreased on level, (4) Knee extension moment, hip flexion moment, hip and knee internal rotation moment of non-braced limb were decreased on level walking, (5) Walking speed in 6-minute walk test was increased and physiological cost index was decreased. These findings indicate that 4-bar linkage KAFO compared with ring lock type KAFO is effective in enhancing pattern, endurance, and energy consumption in level surface and stairs walking.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2011년도 춘계학술대회 논문집
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• pp.1353-1354
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• 2011

• Geomechanics and Engineering
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• 제16권3호
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• pp.309-320
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• 2018

In this paper, a numerical study using finite element method with considering soil-structure interaction was conducted to investigate the stress and deformation behavior of a sheet pile wall structure. In numerical model, one of the nonlinear elastic material constitutive models, Duncan-Chang E-v model, is used for describing soil behavior. The hard contact constitutive model is used for simulating the behavior of interface between the sheet pile wall and soil. The construction process of excavation and backfill is simulated by the way of step loading. We also compare the present numerical method with the in-situ test results for verifying the numerical methods. The numerical analysis showed that the soil excavation in the lock chamber has a huge effect on the wall deflection and stress, pile deflection, and anchor force. With the increase of distance between anchored bars, the maximum wall deflection and anchor force increase, while the maximum wall stress decreases. At a low elevation of anchored bar, the maximum wall bending moment decreases, but the maximum wall deflection, pile deflection, and anchor force both increase. The construction procedure with first excavation and then backfill is quite favorable for decreasing pile deflection, wall deflection and stress, and anchor forces.

• 한국의학물리학회지:의학물리
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• 제22권2호
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• pp.67-71
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• 2011

본 연구에서는 방사선사를 포함한 레이저, 갠트리 및 온-보드 영상장치의 총체적 셋업의 정확성을 평가하고자 하였다. 경험이 많은 방사선사에게 매일 아침 마커블록을 카우치의 Lock bar 시스템에 고정하고 마커블록을 레이저 중심에 맞추도록 하였다. 71일간 마커블록을 2D/2D 정합으로 위치를 보정하기 위하여 $0^{\circ}$ and $270^{\circ}$ 각도에서 한 쌍의 kV 영상을 획득하였다. 정합이 되었을 때 원격으로 카우치를 조정하여 셋업에러를 보정하고 보정 값은 저장하였다. 상하방향(vertical)과 앞뒤방향(longitudinal) 평균오차를 분석한 결과 상하방향은 0.65, 앞뒤방향은 0.66으로 나타났으며 반면에 좌우방향(lateral)은 0.01으로 나타났다. 상하방향과 앞뒤방향의 p 값은 모두 0.00으로 통계적으로 유의하게 나타났으며, 좌우방향에서는 p 값이 0.829로 나타나 계통오차를 발견하기 어려웠다. 총체적 셋업평가방법은 일간으로 시행하기에 유용하고 편리하였다. 그러나 계통오차를 줄이기 위해서 여전히 레이저와 OBI의 일간 점검은 필요하다.

• 대한치과보철학회지
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• 제59권2호
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• pp.173-180
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• 2021

목적: 본 연구는 반복적인 착탈에 따른 임플란트 bar 어태치먼트에 사용하는 두 가지 부가적인 유지장치의 유지력 특성을 평가해보고자 하였다. 재료 및 방법: 본 연구에서는 새롭게 개발된 유지장치(ADD-Lock; AL)와 기존의 상용화된 유지장치(Locator blue; LB)의 두 가지 유지장치를 평가하였다. 두 개의 고정체를 하부 구조물에 평행하게 위치시키고, 각 유지장치의 patrix를 고정체에 연결하였다. 각 유지장치의 matrix는 대합되는 상부 구조물에 위치시키고 고정하였다. Universal testing machine을 이용하여 초기, 100, 250, 500, 1000, 2000, 2500회의 반복적인 착탈 동안에 각 유지장치의 유지력을 측정하였다. 유지장치의 마모 및 변형 정도는 주사전자현미경으로 관찰하였다. Kruskal-Wallis test, Mann-Whitney U test (α = .05), 그리고 wilcoxon signed-rank test (α = .05)를 이용하여 통계분석 실시하였다. 결과: 초기 유지력과 2500회의 반복적인 착탈 후 유지력에서, AL군(15.24 ± 1.46 N, 9.74 ± 1.16 N)은 LB군(43.53 ± 12.39 N, 22.99 ± 4.77 N)보다 유의하게 작은 값을 보였다(P < .05). 또한, 유지력 소실량에 있어서도 AL군(5.50 ± 1.08 N, 36.08%)이 LB군(20.54 ± 11.89 N, 47.19%)에 비해 낮은 값을 보였다(P < .05). 주사전자현미경 분석 결과, AL군은 patrix에서, LB군은 matrix에서 눈에 띄는 마모 및 변형이 관찰되었다. 결론: Locator는 새롭게 개발된 유지장치보다 높은 초기 유지력을 보인 반면 높은 유지력 소실량을 보였다. 한편, 두 가지 부가적인 유지장치는 반복적인 착탈 후에도 충분한 유지력을 가지는 것으로 나타났다.

• 한국소음진동공학회논문집
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• 제20권10호
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• pp.976-982
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• 2010

This paper proposes a novel type of pressure control mechanism which can apply to vehicle ABS (anti-lock braking system) utilizing the piezoactuator based valve system associated with the pressure modulator. As a first step, a flapper-nozzle of a pneumatic valve system is devised by integrating the piezoacuator to the flexible beam structure. The dynamic modeling of the valve system is then undertaken and subsequently the governing equation of pressure control is derived considering the pressure modulator. A sliding mode controller is designed in order to achieve accurate pressure tracking control in the presence of actuator uncertainty as well as input pressure variation. It is shown through computer simulation that an accurate pressure tracking for sinusoidal motion whose magnitude is 40 bar is achieved by utilizing the proposed pressure control mechanism.