• 구강회복응용과학지
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• 제32권1호
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• pp.47-59
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• 2016

목적: 하악 제1대구치 상실 시 인접 및 대합 치아들의 경사 및 정출 정도에 따른 교합력의 변화를 스트레인게이지를 이용하여 측정 및 비교하는 것이다. 연구 재료 및 방법: 인접 및 대합 치아들의 경사 및 정출이 심화되는 정도를 점진적으로 네 개의 다이에 표현 후, CAD/CAM 제작 맞춤형 다이 시스템을 통하여 주모형에 부착 및 교체 가능하도록 하였다. 치아에 스트레인게이지를 부착 후, 만능물성시험기로 저작력을 가하면서 상하악 치아의 교합력을 측정하였다. 통계처리는 독립표본 t검증과 일원배치 분산분석을 시행하였다(${\alpha}=.05$). 결과: 대구치 상실 후 치아이동에 따른 교합력의 양상은, 네 단계의 모형에 대한 교합력의 차이가 통계적으로 유의하였고, 감소 추세였다. 음식물 저작 시 인접 치아들의 이동에 따라 상악 제1, 2소구치, 하악 제2대구치에서 점차 교합력이 감소되었다. 음식물의 경도가 감소함에 따라 치아의 교합력이 점차적으로 감소하였다. 육포 저작 시 하악 제2대구치의 교합력이 가장 높게 측정되었다(P < 0.05). 결론: 하악 제1대구치가 상실되고 치아 이동이 일어나기 전에는 저작 시 치아가 상실되지 않았을 때에 비해 인접 및 대합 치아들의 교합력이 높은 반면, 치아 이동이 진행됨에 따라 교합력은 정량적으로 감소하였다.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2002년도 추계학술발표대회 논문집
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• pp.88-91
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• 2002

The two dimensional size effect of specimen gauge section (length x width) was investigated on the compressive behavior of a T300/924 [45/-45/0/90]3s, carbon fiber-epoxy laminate. A modified ICSTM compression test fixture was used together with an anti-buckling device to test 3mm thick specimens with a 30$\times$30, 50$\times$50, 70$\times$70, and 90mm$\times$90mm gauge length by width section. In all cases failure was sudden and occurred mainly within the gauge length. Post failure examination suggests that $0^{\circ}$ fiber microbuckling is the critical damage mechanism that causes final failure. This is the matrix dominated failure mode and its triggering depends very much on initial fiber waviness. It is suggested that manufacturing process and quality may play a significant role in determining the compressive strength. When the anti-buckling device was used on specimens, it was showed that the compressive strength with the device was slightly greater than that without the device due to surface friction between the specimen and the device by pretoque in bolts of the device. In the analysis result on influence of the anti-buckling device using the finite element method, it was found that the compressive strength with the anti-buckling device by loaded bolts was about 7% higher than actual compressive strength. Additionally, compressive tests on specimen with an open hole were performed. The local stress concentration arising from the hole dominates the strength of the laminate rather than the stresses in the bulk of the material. It is observed that the remote failure stress decreases with increasing hole size and specimen width but is generally well above the value one might predict from the elastic stress concentration factor. This suggests that the material is not ideally brittle and some stress relief occurs around the hole. X-ray radiography reveals that damage in the form of fiber microbuckling and delamination initiates at the edge of the hole at approximately 80% of the failure load and extends stably under increasing load before becoming unstable at a critical length of 2-3mm (depends on specimen geometry). This damage growth and failure are analysed by a linear cohesive zone model. Using the independently measured laminate parameters of unnotched compressive strength and in-plane fracture toughness the model predicts successfully the notched strength as a function of hole size and width.

• 한국지반공학회논문집
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• 제23권4호
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• pp.25-32
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• 2007

도로 성토재 및 구조물 뒤채움재로 점성토 활용의 필요성이 증가함에 따라 보강재로 배수성을 갖고 있는 토목섬유 부직포가 점차 주목을 받고 있으나, 현장 보강토구조물에서 부직포의 변형거동을 분석한 사례는 거의 없으며, 그 이유는 부직포의 경우 지오그리드나 직포에 비해 강성이 작고 변형률이 크며 스트레인 게이지를 이용한 계측이 곤란하기 때문이다. 본 연구에서는 스트레인 게이지를 이용하여 부직포의 변형거동을 보다 간편하게 계측할 수 있는 방법을 제안하였고, 이를 실내시험과 2개의 실물보강토옹벽에 적용하여 유용성 여부를 검토하였다. 구속압 70kPa 하에서 실시한 실내 광폭인장시험의 경우 스트레인 게이지에 의해 계측된 부직포의 국부변형은 LVDT에 의해 계측된 전체변형과 유사한 패턴으로 거동하는 것으로 나타났다. 실물보강토옹벽에서 부직포의 변형범위는 직포나 지오그리드보다 크게 나타나나, 이들 보강재와 변형 패턴이 유사하고, 16개월 동안 정상적으로 작동하는 것으로 나타났다. 따라서, 본 연구에서 제안한 스트레인 게이지에 의한 부직포의 변형계측방법은 매우 유용한 것으로 판단된다.

• 오토저널
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• 제3권1호
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• pp.61-68
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• 1981

There are three types in frequency response accelerometer; one is lightly damped piezp type, another is oil damping stainguage type and the third is electro induction type accelerometer within electromagnetic damping. The usable frequency range of lightly damped accelerometers is limited to 0.2 of their mounted natural frequency for amplitude distortion of less than 5 percents. There have been situation where the measured motion contains unforeseen high - frequency components, which are regarded as such due to the accelerometer transfer function. There are several way to overcome amplitude distortion of the higher than anticipated frequency components; (I) to make use of the accelerometer with natural frequency three times and more as high as the measured frequency, (II) to establish data-analysis techniques which will account for the amplitude distortion, (III) to set up a notch filter circuit which has a transfer function that is the reciprocal of the accelerometer transfer function, and so on. This paper makes a report of the method as to(III), i. e., set up a few notch filter circuits, it is discussed what happens when the transfer functions, are in discord as to natural frequency of the filter and accelerometer damping vs. filter damping. And especially as for the cantilever strain gauge type accelerometer made by oneself with ease, it was compared and discussed between the ideological value and the experimental value of actual designed circuit in case of the mismatching of the transfer functions, and it was considered whether to be practicable or not, the result of which was as following; the useful frequency range of the accelerometer can be extended to near resonance if (a) the accelerometer mounted natural frequency and the filter center frequency are matched within .+-. 2 percent and (b) the damping ratios are matched within two factors. Therefore, we obtained the good result in improvement for extending frequency response characteristics of accelerometer.

• Journal of the Korean Data and Information Science Society
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• 제28권3호
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• pp.483-492
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• 2017

일반적으로 우량계로 측정된 강수량은 지상에 도달한 실제 강수량보다 적게 관측된다. 측정된 강수량이 실제 강수량 보다 적게 측정되는 것은 강수의 형태 (snow, fixed, rain)나 우량계의 종류 그리고 공간적인 특성에 의해 강수량의 정확한 측정이 어렵기 때문이다 (Nitu, 2013). 이는 강수량의 손실을 발생시키는 계통오차 (systematic errors) 때문이며, 일반적으로 고체 강수량의 계통오차는 보통 액체 강수량보다 크다고 알려져 있다. 본 연구에서는 바람에 의한 고체 강수량의 언더캐치(under-catch)를 알아보고, 겨울에 내리는 모든 강수의 형태 (snow, mixed, rain)에 대하여 연속조정함수를 소개하였다. 이를 위해 고창 표준기상관측소에서 측정된 데이터를 사용하였고, 객관적으로 데이터를 가장 잘 설명하는 모형을 선택하고 평가하기 위해 베이지안 분석을 이용할 것이다. 이번 연구는 강수량 측정에서 Catch Radio의 계통적 구조에 대한 통계적 분석을 보여주었다.

• 한국수자원학회논문집
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• 제42권11호
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• pp.963-972
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• 2009

본 연구의 목적은 앙상블 칼만필터 기법과 연속형 저류함수모형을 연계하여 개발한 추계학적 연속형 저류함수모형의 적용성을 평가하고자 하는데 있다. 대상유역은 안동댐과 임하댐을 포함하는 지보 수위관측소 상류유역을 선정하였으며 2006년과 2007년 홍수기에 대해 분석을 수행하였다. 확정론적 모형을 적용한 결과 장기간의 모의기간에 대해 유출해석이 가능한 것을 확인하였다. 앙상블 칼만필터 기법을 적용하기 위해 Monte Carlo 모의기법을 적용하여 모형입력자료와 매개변수들에 대해 앙상블 멤버를 생성하였다. 추계학적 모형과 확정론적 모형의 누적절대오차를 비교한 결과 안동댐과 임하댐의 2007년 사상에서 각각 17.5 %와 18.3 %의 정확도가 향상되고 지보수위관측소에서는 40 % 이상의 정확도가 향상되는 것으로 나타났다. 이상의 결과로부터 관측유량과의 오차가 큰 모의결과에 있어서는 추계학적 모형이 보다 향상된 결과를 도출하는 것을 확인하였다.

• International Journal of Automotive Technology
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• 제6권1호
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• pp.45-52
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• 2005

Interrupted creep tests for investigating the structural degradation during creep were conducted for a Mod.9Cr-1Mo steel in the range of stress from 71 to 167 MPa and temperature from 873 to 923 K. The change of hardness and tempered martensitic lath width was measured in grip and gauge parts of interrupted creep specimens. The lath structure was thermally stable in static conditions. However, it was not stable during creep, and the structural change was enhanced by creep strain. The relation between the change in lath width and creep strain was described quantitatively. The change in Vickers hardness was expressed by a single valued function of creep LCR(life consumption ratio). Based on the empirical relation between strain and lath width, a model was proposed to describe the relation between change in hardness and creep LCR. The comparison of the model with the empirical relation suggests that about 65% of hardness loss is due to the decrease of dislocation density accompanied by the movement of lath boundaries. The role of precipitates on subboundaries was discussed in connection with the abnormal subgrain growth appearing in low stress regime.

• 기술혁신연구
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• 제8권1호
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• pp.73-94
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• 2000

The main objective of this research is to examine the spillover effects of technological knowledge from IT industry to other industrial sectors and, based on empirical findings, to draw policy implications and suggest policy directions. To this end, we divide IT industry into IT equipment and IT service, assuming that these two sub-sectors are considerably different each other in terms of technology knowledge flow. Other industries are classified into 17 different sectors based on the KSIC of 1990. As the proxy measure of technological knowledge, the notion of R&D stock is employed. The Input/output(I/O) Table is used to define the inter-industrial flow pattern and to draw the knowledge flow matrix. As the research methodology, cost function model is employed to gauge the spillover effects of technological knowledge of IT industry. Based on the results of analysis, it is found that the economic impact of technology diffusion also exhibits a different pattern between IT equipment and IT service. The diffusion of IT equipment tends to show labor-substitution effect whereas IT service displays labor-creation effect. This fact should be considered in devising industry, education, and labor policy. The expectations from this research are as follows. First, the sectoral pattern, difference between IT equipment and service in particular, identified from this research may shed light on the sector-specific policy direction. It is emphasized that a sector-specific approach, rather than an aggregate approach, is relevant for formulating IT policy. Second, it is expected that the importance of technology diffusion programs and policy measures are recognized among policy makers in IT industry.

• 한국정밀공학회지
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• 제21권2호
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• pp.168-176
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• 2004

Interrupted creep tests were carried out on the Mod.9Cr-1Mo steel in order to investigate the structural degradation during creep. The ranges of creep stress and temperature were from 71 to 167MPa and 873 to 923k, respectively. The change of hardness and tempered martensitic lath width were measured in the grip and gauge parts of interrupted specimens. The lath structure was thermally stable in static conditions, but was not stable during creep, and the structural evolution was enhanced by creep strain. The relation between the change in lath width and strain was described in the from, $\delta$W= a ($W_s-W_o$)$cdot;varepsilon$, where $\varepsilon$ is the strain, $W_o$is the initial lath width, $W_s$ is the final lath width depending solely on stress, and a is the constant of the magnitude of 0.67 $\mu$m /strain. The change in Victors hardness was expressed by a one-valued function of creep life consumption ratio. Based on the empirical relation between strain and lath width, a model was proposed to explain the relation between change in hardness and creep life consumption ratio. The model revealed that about 65$%$ of dislocations in lath structures were eliminated by the migration of subboundaries.

• 대한기계학회논문집A
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• 제20권7호
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• pp.2257-2265
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• 1996

In the cold rolling mill, it is very important that a constrained static flow stress of rolled strip and rolling force calculation model be exactly considered to improve an prediction accuracy for rolling forces. Therefore, in this study, the values of the constrained static flow stress are used by deriving the regression equation which is a function of rolling conditions(FDT, CT) and chemical compositions(C, Si, Mn), previously applied by making the tables of yield strength for hot coils with size. And with the consideration that an elastic deformation part of an rolled strip appears at the entry and delivery side of the contacting area between the work roll and rolled strip is calculated. By applying these methods, the more accurate prediction for rolling force is obtained. As a results, the deviation of thickness is significantly reduced in the rolling direction.