• 한국기계가공학회지
• /
• 제17권5호
• /
• pp.64-69
• /
• 2018

Clear aligners are popular in the field of dental orthodontic treatment because they offer a discreet alternative to braces due to their use of transparent materials. They are formed from flat transparent polymer materials by hot pressed molding. It is necessary to know the mechanical properties of the polymer materials to be able to form the exact shapes of the clear aligners. However, this information is not publicly available. In this study, we present a method to reliably measure the mechanical properties of clear aligner polymer materials and analyze the factors effecting these mechanical properties. First, we surveyed standards related to the mechanical properties of polymer materials to obtain reliable data. Consequently, ISO 527 was selected for use in this study because of the size and thickness of the flat transparent polymer material. The uniaxial tensile tester was constructed and it was verified whether displacement of a crosshead could be regarded as a displacement of gauge-length by optical analysis. Uniaxial tensile tests of three thicknesses from three different companies were performed and each engineering stress-strain curve was measured. Tensile strengths and elastic moduli were obtained by analysis of the stress-strain curves. The tensile strength and elastic modulus of ISO 527 was found to be approximately 50MPa and 2.3GPa, respectively. Both values showed material and thickness dependency.

• 한국추진공학회지
• /
• 제22권6호
• /
• pp.111-117
• /
• 2018

마이크로 추력기의 성능평가를 위해 MEMS 추력 측정 시스템을 설계하였으며, 시스템의 성능 예측에 관한 연구를 수행하였다. 추력 측정 시스템은 빔, 박막, 압저항 센서로 구성된다. 시스템의 안정성 검증과 빔의 응력 변화를 확인하고 압저항 센서의 크기 및 위치 선정을 위해 FEM 해석을 수행하였다. 재료의 허용응력과 최대응력을 비교하여 설계한 시스템들의 안정성을 검증할 수 있었다. 압저항 센서는 높은 게이지 계수를 확보하기 위해 빔의 길이의 20%로 설계 하였으며, 기준형상의 박막과 빔의 크기는 각각 $15mm{\times}15mm$, $500{\mu}m{\times}500{\mu}m$로 설계하였다.

• 한국의상디자인학회지
• /
• 제24권2호
• /
• pp.1-10
• /
• 2022

The purpose of this study is to analyze the structural properties of 100% wool fabrics knitted with various stitch types and to evaluate dimensional stability from shrinkage in wet cleaning and drying. Materials were weft-knitted from twenty-four different stitches with 7 gauge using a computerized flatbed knitting machine. Weight, thickness, density, and length were measured. A domestic washing machine and a tumble dryer were used for the shrinkage test. The results are as follows: Knitted fabrics were divided into 3 groups based on weight per unit area. Porous knits show light weight whilst milano, pintuck, rib stitches belong to the heaviest group. A positive correlation between weight and thickness was found and the same result was obtained for wale density and weight. Dimensional shrinkage of knitted fabrics was increased during repetitive wet cleaning and drying regardless of knit stitches. Especially, fabrics knitted with float, tuck, cable, and links & links stitches samples were contracted more than 15% in the first treatment whereas 2x1 rib stitch showed 1% shrinkage rate. Fisherman and milano stitches contracted in both course and wale direction with similar shrinkage rates. However, porous knits with float and tuck stitches shrank in course direction by 20% as well as cable samples contracted from 5% to 20% after repeated washing and drying. On the other hand, 30% and 15% contraction of wale direction occurred in orderly float and links & links stitches, respectively. Machine dried knits have a higher shrinkage rate than air-dried knits, but the drying method did not affect to the direction of contraction. In conclusion, variations of knit, tuck, and float stitches affect knit construction and dimensional stability from shrinkage in wet cleaning and drying of wool knitted fabrics.

• 지역사회간호학회지
• /
• 제4권1호
• /
• pp.67-76
• /
• 1993

The purpose of this study was to find the status of health examination and health management of industrial companies located in Taegu and Kyung book areas. It will provide basic information for the provision of effective health management of industrial workers. 49 companies were selected as a study sample group, and data was collected by using a structured Questionnaire which was developed by the members of the Community Health Nursing Academy of Korean Nursing. The health managers of the companies filled out the Questionnaire. The data was gathered from Dec 20, 1992 to Jan 20. The results of the study was as follows : 1. The Study sample showed 85.7% manufacturing companies having 300 or more workers. 2. All the companies had health managers, and companies which had 1,000 or more workers had industrial physicians and nurses. Only 12.2% of the industrial physicians were full time employees, and almost all industrial nurses were full time employees. Except for industrial physicians and nurses, the proportion of hygienists (6.1%), nurses aids (4.1%), and environmental engineers (22.4%) with full time employment statuss was very low. The mean age of industrial physicians was 49.2 while that of industrial nurses was 27.2. The length of work experiences currently ranges for 1 to 3 years for all health workers: physicians, nurses, hygienists, and environmental engineers. 3. Health examination and follow up care 94.31% took general health examinations. Of those, the proportion of the workers, who were determined as C grade(in need of close examination) was 43.86%. The proportion of the workers who were determined as D grade was 22.19%. 13.28% of the workers evaluated at the D grade were taken as a gauge for temporary leave from work. While 8.7% and .09% of them were taken as gauge for a change in job, and or shortening work hours respectively. The proportion of workers who must have taken special examination was 65.04% and of those the proportion of the workers who actually took, the examination was 98.55%. 75% of the workers who were recommended for follow up care were given follow up care. The special examinations were done the most frequently to detect the effects of physical agents (59.2%). Direct notice to individual workers was used the most frequently as a method of notification after a special examination (61.2%). The length of time taken to receive the result of a special examination was less than 1 month (38.9%) and 36.7% had taken up to two months (36.7%.). Most results of special examination were obtained within 2 months. The referral rate of consulting special examination by health managers was estimated at 95.9%. 4. 89.8% of the companies had. their own company dispensaries and 75.5% of those. had separate dispensaries. 32.7% of the companies designated local clinics for health management of workers. Industrial nurses performed health examination the most frequently(1.4 points). Health appraisal for work places were. done the least(0.83 points).

• 한국강구조학회 논문집
• /
• 제27권2호
• /
• pp.243-250
• /
• 2015

확장단부판(extended end-plate) 접합부는 보-기둥 모멘트 접합부의 한 형태로 접합부를 구성하는 단부판(end-plate)의 두께 및 길이, 고장력볼트의 개수 및 직경, 고장력볼트의 게이지 거리, 용접부의 치수 및 길이 등에 따라서 상이한 거동특성과 에너지소산능력을 발현한다. 이러한 확장단부판(extended end-plate)는 미국 및 유럽 등지에서는 다양한 기하학적 형상으로 기둥-보 접합부에 적용되고 있다. 그러나 현재 우리나라에서는 강구조 보-기둥 접합부에 적극적으로 적용되고 있지 못한 상황이다. 이렇게 적용성이 높지 않은 이유로는 기하학적 형상변화에 따른 설계강도식 제안, 에너지소산능력 평가 및 시공지침의 제공이 적절하게 이루어지지 못하고 있기 때문이다. 따라서 이 연구에서는 단부판(end-plate) 두께가 상대적으로 얇은 기하학적 형상을 갖는 비보강 확장단부판(unstiffened extended end-plate) 접합부의 에너지소산능력을 평가하여 에너지소산능력 예측모델을 제안하기 위한 기초자료를 제공하기 위하여 진행하였다. 이를 위하여 비보강 확장단부판(unstiffened extended end-plate) 접합부에 대한 3차원 비선형 유한요소해석을 단부판(end-plate)의 두께를 변수로 하여 수행하였다.

• 한국강구조학회 논문집
• /
• 제27권2호
• /
• pp.251-260
• /
• 2015

단부판 접합부는 다양한 형태로 보-기둥 모멘트 접합부에 적용되고 있다. 이러한 단부판 접합부는 단부판의 두께 및 길이, 고장력 볼트의 개수 및 직경, 고장력볼트의 게이지 거리, 고장력볼트의 지레작용력, 용접부의 치수 및 길이 등에 따라서 상이한 거동특성, 강성 및 강도, 에너지소산능력의 변화를 나타낸다. 따라서 이 연구는 단부판의 두께 변화에 따른 인장측에 체결된 고장력볼트의 지레작용력 및 축방향 인장강성을 파악하고, 단부판의 거동특성에 영향을 미치는 이러한 변수들을 예측하기 위한 해석모델을 제안하기 위하여 진행하였다. 이를 위하여 이 연구에서는 단부판의 두께만을 변수로 선택하여 비보강 확장단부판 접합부에 대한 3차원 비선형 유한요소해석을 수행하였다.

• Journal of Biosystems Engineering
• /
• 제27권4호
• /
• pp.283-292
• /
• 2002

Mechanical and physical properties of various parts of jujube (Zizyphus jojoba Miller) such as fruits, leaves, secondary branches, and leafy stems were measured and analyzed. The physical dimensions of the fruits were measured using a digital caliper, and the detachment force of the fruit and leafy stems was measured using a force gauge. The physical characteristics of the secondary branches such as the modulus of elasticity and the torsional rigidity were tested using a universal testing machine (UTM). The physical characteristics of leafy stems such as length and weight were also measured using a digital caliper and a digital scale, respectively. The detachment force of leafy stems and the area of the leaf also measured. The terminal velocities of the jujube fruits, leaves, and leafy stems were measured using a custom made terminal velocity experiment system. Diameter of the major and minor axis of the jujube fruit, weight of the fruit, and detachment force of the fruit stem was average of 32.02 mm, 23.92 mm. 10.0 ${\times}$ 10$\^$6/ ㎥, 8.99 g, and 5.43 N. respectively. The detachment forces of the jujube fruits increased and the force-to-weight ratio of the jujube fruits decreased as the weight of the jujube fruits increased. The modulus of elasticity of the secondary branches of the jujube was average of 7.01 ${\times}$ 10$\^$8/ N/㎡ and decreased as diameter of the secondary branches increased. The average torsional rigidity of the secondary jujube branches was 5.2 ${\times}$ 10$\^$-/ N/㎡, and the torsional rigidity decreased as the secondary branch diameter increased. The distribution of the torsional rigidity data associated with the diameter of the branches, however. widely scattered and it was difficult to find any relationship between the diameter of the branches and the torsional rigidity of tile branches. The weight of the leafy stems, number of loaves attached to the leafy stems, diameter of the stem side of the leafy stems, diameter of the leafy stem end was average or 0.7 g, 6.6 ea, 12.2 cm, 4.5 mm, and 2.7 mm, respectively. The major and minor axis of the .jujube loaves, area of leaves, weight of the leaves. and detachment force of the leaves was average of 5.7 cm, 3.3 cm, 12.98 cm$^2$, 0.20 g, and 4.39 N, respectively. The terminal velocity of the .jujube fruits increased as the weight of the fruits increased. The terminal velocity of the leafy stems, however, did not show a relationship with the weight of the leafy stems and the number of leaves attached to the leafy stem. The terminal velocity, however, slightly increased as the length of the leafy stems increased.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2011년도 학술발표회
• /
• pp.15-15
• /
• 2011

The radar observation system in Japan is operated by two governmental groups: Japan Meteorological Agency (JMA) and the Ministry of Land, Infrastructure, Transport and Tourism (MLIT) of Japan. The JMA radar observation network is comprised of 20 C-band radars (with a wavelength of 5.6 cm), which cover most of the Japan Islands and observe rainfall intensity and distribution. And the MLIT's radar observation system is composed of 26 C-band radars throughout Japan. The observed radar echo from each radar unit is first modified, and then sent to the National Bureau of Synthesis Process within the MLIT. Through several steps for homogenizing observation accuracy, including distance and elevation correction, synthesized rainfall intensity maps for the entire nation of Japan are generated every 5 minutes. The MLIT has recently launched a new radar observation network system designed for flash flood observation and forecasting in small river basins within urban areas. It is called the X-band multi parameter radar network, and is distinguished by its dual polarimetric wave pulses of short length (3cm). Attenuation problems resulting from the short wave length of radar echo are strengthened by polarimetric wavelengths and very dense radar networks. Currently, the network is established within four areas. Each area is observed using 3-4 X-band radars with very fine resolution in spatial (250 m) and temporal (1 minute intervals). This study provides a series of utilization procedures for the new input data into a real-time forecasting system. First of all, the accuracy of the X-band radar observation was determined by comparing its results with the rainfall intensities as observed by ground gauge stations. It was also compared with conventional C-band radar observation. The rainfall information from the new radar network was then provided to a distributed hydrologic model to simulate river discharges. The simulated river discharges were evaluated again using the observed river discharge to estimate the applicability of the new observation network in the context of operations regarding flood forecasting. It was able to determine that the newly equipped X-band polarimetric radar network shows somewhat improved observation accuracy compared to conventional C-band radar observation. However, it has a tendency to underestimate the rainfall, and the accuracy is not always superior to that of the C-band radar. The accuracy evaluation of the X-band radar observation in this study was conducted using only limited rainfall events, and more cases should be examined for developing a broader understanding of the general behavior of the X-band radar and for improving observation accuracy.

• 대한치과보철학회지
• /
• 제50권2호
• /
• pp.92-98
• /
• 2012

연구 목적: 본 연구 목적은 서로 다른 재료로 제작된 지대주를 이용하여 동적하중을 가했을 때 풀림토크와 침하량에 대한 임플란트-지대주 연결부의 안정성에 대하여 알아보는 것이다. 연구 재료 및 방법: 원추형 내부연결 구조를 갖는 임플란트에 이용되는 세 가지 지대주, 티타늄 합금 지대주(Cement abutment, Osstem Co., Seoul, Korea), 귀금속 UCLA 지대주(UCLA Goldcast abutment, Osstem Co., Seoul, Korea), 비귀금속 UCLA 지대주(CCM Metalcast abutment, 3M ESPE, Seefeld, Germany)를 사용하였다. 귀금속 UCLA 지대주와 비귀금속 UCLA 지대주를 티타늄 지대주와 유사한 형태로 납형을 형성 한 후 각각 제 3형 금합금(E-3, Heesung catalyst Co., Seoul, Korea)와 니켈-크롬 합금인(Rexillium $III^{(R)}$, $Pentron^{(R)}$, San Diego, USA)를 사용하여 주조 하였다. 임플란트와 지대주를 디지털 토크 컨트롤러를 이용하여 30 N cm로 체결하였고 전하중 상실을 보상하기 위하여 10분 후 다시 같은 힘으로 체결 하였다. 디지털 토크 게이지를 사용하여 풀림토크를 측정하였고 디지털 마이크로미터를 이용하여 임플란트/지대주 길이를 측정하였다. 그 후 동적 하중 피로 시험기에 지대주를 장착한 후 최대 250 N, 최소 25 N, 주기 14 HZ의 sine형의 하중을 장축과 평행하게 가하였다. 하중 후 임플란트/지대주의 길이를 재측정 하고, 전후 길이변화량을 이용하여 침하량을 계산하였으며 풀림토크를 측정하였다. 결과: 하중 전후의 길이를 비교하였을 때 세 군 모두에서 유의한 차이를 보였다($P$<.05). 군 간의 침하량을 비교하였을 때 통계적으로 유의한 차이를 보이지는 않았다. 하중 전후의 풀림토크를 비교하였을 때 역시 세 군 모두에서 유의한 차이를 보이며 감소하였다 ($P$<.05). 하중 전 풀림토크와 하중 후 풀림토크를 군간 비교하였을 경우에는 통계적으로 유의한 차이를 보이지는 않았다. 결론: 원추형 내부 연결구조를 갖는 임플란트에서 동적하중은 임플란트의 침하량과 풀림토크에 영향을 미치는 것으로 보이나 지대주간 차이는 나타나지 않았다. 비귀금속UCLA 지대주이 사용은 귀금속 UCLA 지대주와 마찬가지로 기능적 하중에서 안정적일 것으로 사료된다.

• 대한치과교정학회지
• /
• 제37권6호
• /
• pp.400-406
• /
• 2007

교정치료에서 고정원의 조절은 교정 장치의 선택과 적용에서 가장 중요한 요소 중 하나이다. 이 연구의 목적은 교정용 미니스크류의 식립 즉시 교정력을 적용한 군과 교정력을 적용하지 않은 군의 제거회전력 측정과 조직학적 분석을 통해 즉시 교정력을 가한 미니스크류의 고정원으로서의 안정성을 확인하여 식립 후 교정력을 적용 수 있는 시기의 선택에 도움을 주고자 하는 것이다. 외경 1.6 mm. 길이 8 mm인 총 40개의 타이타늄 미니스크류를 10마리 가토의 경골에 식립하였다. 20개의 미니스크류 실험군은 식립 직후부터 6주 동안 지속적인 200g의 교정력을 적용하였고 나머지 20개의 미니스크류 대조군은 교정력을 적용하지 않았다. 제거 회전력은 디지털 토크 게이지를 이용하여 측정하였으며 t-test를 이용하여 통계처리 하였고, 조직표본은 미니스크류를 제거한 후 H-E 염색하여 조직 소견을 관찰하였다. 제거회전력은 실험군과 대조군에서 통계학적으로 유의성 있는 차이를 보이지 않았으며, 조직학적으로 두 군간의 차이는 없었다. 본 연구의 결과는 교정용 미니스크류에 즉시 교정력을 가하더라도 안정적인 고정원으로 활용 할 수 있다는 점을 제시한다.