• 대한치과보철학회지
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• 제36권4호
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• pp.615-643
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• 1998

The purpose of this study was to evaluate the effect of cantilever length, load, and implant number on the stress distribution of implant supported fixed prosthesis. In the replica of an edentulous human mandible, four or five implants were placed and spaced evenly between the mental foramina and symmetrical gold alloy cast superstructures with cantilever were fabricated. Strain gauges were placed in buccal and lingual side of implants. 9, 15, 21kg of loads at varying cantilever lengths were applied to the occlusal surface of fixed prostheses. The strains were recorded from each gauge and principal stresses were calculated The results were as follows : 1. Increasing the length of the cantilever increased the stresses on the bone supporting implants. and the ratio of increase became high as increasing the load. 2. In the model with four implants, the highest compressive stress was measured on lingual side of the first implants nearest loading point and the highest tensile stress was measured on buccal side of the second implants. 3. In the model with five implants, the highest compressive stress was measured on lingual side of the first implants nearest loading point. And the highest tensile stress was measured on buccal side of the second implants, and lingual side of the third implants. 4. There was no significant change of the magnitude of stress on the most distal imp]ant of non cantilevered side as increasing the cantilever length or load. 5. In general, the superstructure supported by five implants reduced the stress and was less affected by cantilever length compared to the support provided by four implants.

• 비파괴검사학회지
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• 제29권2호
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• pp.108-113
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• 2009

자기 누설 탐상 검사법은 지하에 매설된 가스 배관을 검사하기 위해 가장 널리 사용되고 있는 비파괴검사 방법 중의 하나이다. 자기 누설 탐상 시스템이 지하에 매설된 배관을 통과하게 되면 배관은 영구자석에 의해 착자된다. 배관의 부식이나 결함이 있는 경우 배관의 단면적이 변화하기 때문에 이 부분에서 누설자속이 변화한다. 홀 센서에 의해 검출되는 누설자속 신호로부터 결함의 길이, 폭, 깊이 등과 같은 결함의 형상을 판별하게 된다. 본 논문에서는 홀 센서를 통해 검출된 축 방향과 반경 방향 신호를 이용하여 결함의 길이를 추정하는 여러 알고리즘을 제시하고, KOGAS 모의 시험배관에 만든 실제 결함에 대해 결함의 길이 추정성능을 비교 분석하였다. 실제 데이터에 대한 추정 성능 비교를 위해 한국가스공사의 모의시험배관에 인공결함을 제작하여 사용하였다. 축 방향 및 반경 방향 신호에 대해 각각 최소값 혹은 첨두값의 80%와 90%를 기준으로 길이를 추정하였을 경우 가장 좋은 성능을 보임을 확인하였다.

• 한국의학물리학회지:의학물리
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• 제33권1호
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• pp.1-9
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• 2022

Purpose: To evaluate the effective volume of the Korea Research Institute of Standards and Science free air chamber (KRISS FAC) L1 used for the primary standard device of the low-energy X-ray air kerma. Methods: The mechanical dimensions were measured using a 3-dimensional coordinate measuring machine (3-d CMM, Model UMM 500, Carl Zeiss). The diameter of the diaphragm was measured by a ring gauge calibrator (Model KRISS-DM1, KRISS). The elongation of the collector length due to electric field distortion was determined from the capacitance measurement of the KRISS FAC considering the result of the finite element method (FEM) analysis using the code QuickField v6.4. Results: The measured length of the collector was 15.8003±0.0014 mm with a 68% confidence level (k=1). The aperture diameter of the diaphragm was 10.0021±0.0002 mm (k=1). The mechanical measurement volume of the KRISS FAC L1 was 1.2415±0.0006 cm³ (k=1). The elongated length of the collector due to the electric field distortion was 0.170±0.021 mm. Considering the elongated length, the effective measurement volume of the KRISS FAC L1 was 1.2548±0.0019 cm³(k=1). Conclusions: The effective volume of the KRISS FAC L1 was determined from the mechanically measured value by adding the elongated volume due to the electric field distortion in the FAC. The effective volume will replace the existing mechanically determined volume in establishing and maintaining the primary standard of the low-energy X-ray.

• 대한치과보철학회지
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• 제34권4호
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• pp.746-754
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• 1996

개교증, 절연부 파절, 변색등 심미적 요인으로 라미네이트를 설측연장시 연장길이에 따른 파절강도를 알아보기위해 발거된 60개의 상악 전치의 순면에 3개의 seating form을 형성하고sheet wax를 사용하여 가로 5mm $^*$세로 5mm $^*$두께 0.9mm의 block을 형성하고, 각 군에 따라 I군 : 0.5mm, II군 : 1mm, III군 : 2mm, IV군 : 0mm로 설측 연장 길이를 달리하여 block을 형성 이를 인상채득하여 내화모형을 제작하였다. 여기에 라미네이트용 도재를 2회에 걸쳐 축성 통법대로 소성 제작하였다. block에 맞추어 contouring하고, 내화매몰재를 제거 sandblast처리를 시행하였다. 그후 레진시멘트로 합착하였다. 절치간 각도를 127도로 특별히 제작된 holding device를 이용하여 인스트론 만능시험기에 시편을 거상하고, 분당 0.5mm cross head speed로 파절강도를 측정하여 다음과 같은 결과를 얻었다. 1. 각 군의 평균파절강도는 대조군인 설면으로 연장치 않은 IV군에서 86.95Mpa, 0.5mm 연장한 I군에서 44.98Mpa, 1.0mm연장한 II군에서 27.47Mpa, 2.0mm연장한 III군에서 19.61Mpa의 순으로 나타났다. 2. 모든 실험군 사이에는 통계적으로 유의성 있는 차이를 나타냈고(p<0.01), 이러한 실험 결과로 미루어 보아 라미네이트 디자인시, 설면으로 연장치 않거나, 절연부의 피개가 불가피한 경우에는 설면으로 0.5mm 연장하는 것이 파절 강도면에서 유리하다고 사료된다.

• 한국초전도ㆍ저온공학회논문지
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• 제15권2호
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• pp.24-28
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• 2013

In this study, the homogeneity of critical current, $I_c$, along the lengthwise direction in the coated conductor (CC) tape under uniaxial tension was investigated using a multiple voltage tap configuration. Initially, a gradual and homogeneous $I_c$ degradation occurred in all subsections of the tape up to a certain strain value. This was followed by an abrupt $I_c$ degradation in some subsections, which caused scattering in $I_c$ values along the length with increasing tension strain. The $I_c$ degradation behaviour was also explained through n-value as well as microstructure analyses. Subsections showed $I_c$ scattering corresponding to damaged areas of the CC tape revealed that transverse cracks were distributed throughout the gauge length. This homogeneous $I_c$ degradation behaviour under tension is similar with the case under torsion strain but different with the case under hard bending which were previously reported. This behaviour is also different with the case using Bi-2223 HTS tapes under tension strain.

• 분석과학
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• 제33권2호
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• pp.76-85
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• 2020

A stainless-steel needle (Hamilton 90022, 22 gauge, 718-㎛ o.d., 413-㎛ i.d., 51-mm length, bevel tip) with an electrochemically coated polyaniline layer having a microbore tunnel was newly prepared as a device for headspace in-needle microextraction. For designing the needle, the polyaniline layer length was optimized, and to evaluate the extraction efficiency for polycyclic aromatic hydrocarbons, numerous cyclic voltammetry scans were conducted. In addition, the optimization of the analytical conditions (including the adsorption and desorption parameters) and the validation of the analytical method were conducted. The optimized adsorption and desorption conditions were 40 ℃ for 30 min and 230 ℃ for 60 s, respectively. Finally, in this study, a polyaniline layer was electrochemically deposited on the in-needle surface, and it exhibited good thermal stability. The needle with the polyaniline layer was repeatedly used more than 200 times during this study. This method has some advantages in terms of the extraction time, extraction efficiency, and analysis cost.

• 한국기계가공학회지
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• 제20권3호
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• pp.24-32
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• 2021

The size of container ships is increasing to increase the cargo loading capacity. However, container ships are limited in terms of the hull longitudinal strength. To overcome this limitation, brittle crack arrest steel can be used. This study was aimed at examining the influence of the heat input on the welding procedures of flux cored arc welding and submerged arc welding. In the experiment, the crack tip opening displacement test, which pertains to a parameter of fracture mechanics, was performed, and a 3-point bending tester was adopted. Based on the results, the crack measurement method was presented, and the stress expansion coefficient value for the pre-fatigue crack length was derived according to the heat input after the pre-cracking length was measured. It was noted that the heat input affected the crack tip opening displacement of brittle crack arrest steel.

• Composites Research
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• 제15권4호
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• pp.23-31
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• 2002

시편 게이지 면적($길이{\;}{\times}{\;}폭$)의 이차원 크기효과가 T300/924 $[45/-45/0/90]_3s$ 탄소섬유/에폭시 적층판의 압축거동에 대해 조사하였다. 개조된 압축시험치구(ICSTM)와 좌굴방지장치가 $30mm{\;}{\times}{\;}30mm,{\;}50mm{\;}{\times}{\;}50mm,{\;}70mm{\;}{\times}{\;}70mm,{\;}90mm{\;}{\times}{\;}90mm$의 게이지 길이와 폭을 가진 시편들의 압축시험에 사용하였다. 모든 경우의 파괴들은 시편 게이지 길이 내에서 주로 갑자기 발생하였다. 파괴 후 분석결과는 $0^{\circ}$층의 섬유의 미소좌굴에 의해 파괴를 시작하여 최종파괴를 일으키는 임계파괴기구일 것으로 생각되었다. 이것은 매트릭스 지배적인 파괴를 의미하며, 초기섬유굴곡에 따라 파괴가 지배적으로 시작된다는 것을 말한다 이것은 또한 제작공정과 품질이 압축강도를 결정하는 중요한 역할을 한다고 볼 수 있다. 좌굴방지장치를 장착하고 시험할 때 장치의 볼트 조임 토크에 따라 시편과의 접촉마찰 등에 의해 실제 압축강도 보다 크게 나타나는 결과를 보였다. 좌굴방지장치의 영향을 유한요소법을 이용하여 해석한 결과 실제 압축강도 보다 7% 정도 크게 나타남을 확인하였다. 부가적으로 홀을 갖는 시편들의 압축시험도 수행되었다. 홀에 의한 국부응력집중이 적층판 강도에 지배적 요인이었다. 파괴강도는 홀 크기와 시편 폭이 증가할수록 감소하였으나 탄성응력집중계수로 예측된 값보다는 일반적으로 크게 나타났다. 이것은 사용된 복합재가 이상적인 취성재질이 아니라는 것을 의미하며 홀 주위에서 다소간의 응력이완이 발생한다고 볼 수 있다. X선 검사 사진분석에서 섬유좌굴과 층간분리형태의 손상이 파괴하중의 약 80%에서 홀 가장자리로부터 시작되었고 임계파괴크랙길이인 2-3mm의 불안정한 상태에 도달하기 전까지는 하중 증가와 더불어 안정되게 파괴가 진전되었다(시편의 기하학적 크기에 의존함). 이 손상과 파괴는 선형 cohesive zone 모델로 해석되었다. 노치없는 시편의 압축강도와 평면 파괴인성의 측정된 적층판 변수들을 사용하여 홀의 크기와 시편 폭의 함수로서 홀을 갖는 적층판의 압축강도를 성공적으로 예측하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.1774-1785
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• 2011

In this paper, Rigid Reinforced Roadbed(RRR) which is expected to have highly applicability to railroad roadbed, was introduced and field tests results were analyzed. Full scale model with 5m height concerning a single track railroad roadbed was constructed. The model had four different sections, which was to assess the effect of geogrid length, spacing, and connection method on deformation characteristics of RRR. Laser displacement meter, earth pressure cell, piezometer, and strain gauge were installed in order to analyze the behavior of reinforced embankment during construction. Horizontal displacements caused by compaction at each section were 20~30% below the displacement limit that of general reinforced retaining wall, which showed that RRR was very stable structure. Maximum tensile strength of reinforcement was withing 10% of the long-term design strength.

• Smart Structures and Systems
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• 제16권4호
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• pp.667-681
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• 2015

The scour induced by strong currents and wave action decreases the embedded length of monopiles and leads to a decrease of their structural stability. The objective of this study is the development and consideration of scour-monitoring techniques for offshore monopile foundations. Tests on physical models are carried out with a model monopile and geo-materials prepared in a cylindrical tank. A strain gauge, two coupled ultrasonic transducers, and ten electrodes are used for monitoring the scour. The natural frequency, ultrasonic reflection images, and electrical resistivity profiles are obtained at various scour depths. The experimental results show that the natural frequency of the model monopile decreases with an increase in the scour depth and that the ultrasonic reflection images clearly detect the scour shape and scour depth. In addition, the electrical resistivity decreases with an increase in scour depth. This study suggests that natural frequency measurement, ultrasonic reflection imaging, and electrical resistivity profiling may be used as effective tools to monitor the scour around an offshore monopile foundation.