• 산업기술연구
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• 제13권
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• pp.19-24
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• 1993

Compensation of temperature is very important to make high precision load cell. In this study, we developed a new type load cell. The structure of the load cell has four strain gauges on single side of the load cell beam. Also a new temperature compensation method was proposed and these characteristics were better than previous one. This study will offer application to other type of load cell and another sensors.

• 한국소음진동공학회논문집
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• 제19권9호
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• pp.915-921
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• 2009

Cellulose based electro-active paper(EAPap) is considered as a new smart material which has a potential to be used for biomimetic actuators and sensors. Beside of the natural abundance, cellulose EAPap is fascinating with its biodegradability, lightweight, high mechanical strength and low actuation voltage. When the external stress is applied to EAPap, it can generate the electrical output due to its piezoelectric property. Using piezoelectric behavior of EAPap, we studied the feasibility of EAPap as mechanical strain sensor applications and compared to commercial strain sensor. By measuring the induced output voltage from the thin piezoelectric cellulose EAPap under static and dynamic force, we propose cellulose EAPap film as a potential strain sensor material.

• 대한소아치과학회지
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• 제35권1호
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• pp.18-29
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• 2008

본 연구는 복합레진 적층방법에 따른 복합레진의 수축양상을 스트레인 게이지를 이용하여 비교 평가하고자 하였다. 사용된 광중합기의 광원은 light-emitting diode(LED)와 plasma arc lamp(PAL)이었으며, 복합레진은 Filtek $Z350^{TM}$를 사용하였다. 교정 치료를 목적으로 발거된 60개의 소구치를 대상으로 하여, 교합면에 와동을 형성하고 일회충전법, 수평적층법, 사면적층법으로 나누어 복합레진을 충전하여 치면에 발생된 strain과 응력을 측정하였고, 법랑질 표면에 시편을 부착하여 동일한 적층방법으로 충전한 후 전단결합강도를 측정한 결과 다음과 같은 결론을 얻었다. 1. Strain의 변화를 살펴보면, LED와 PAL 조사군 모두 와동의 협설면에서는 주로 팽창이 일어났다가 시간이 지남에 따라 서서히 수축하는 양상을 보여주었다. 2. 와동의 근원심면에서는 팽창과 수축이 반복적으로 나타나면서 서서히 수축량이 증가하였다. 3. LED와 PAL 조사군 모두 적층방법 간의 응력 차이는 없었다(p>0.05). 4. LED 및 PAL 조사군 간의 응력 차이는 협면에서만 존재하였다(p<0.05). 5. 전단결합강도 측정 결과 LED 군에서는 사면적층법이 일회충전법, 수평적층법 보다 유의하게 낮게 나타났으나(p<0.05), PAL 광조사군에서는 유의차가 없었다(p>0.05). 6. 각 치면에 발생된 응력은 전단결합강도보다 낮았다(p<0.05).

• 한국지반공학회논문집
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• 제34권11호
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• pp.81-92
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• 2018

최근 해상 교량 기초 시공 중 차수 및 연직 하중을 지지하는 역할을 수행하는 대형 원형 강관 가설 공법이 제안되었다. 하지만, 대형 원형 강관의 시공 및 운용 중에 발생할 수 있는 선박 충돌과 같은 위부 요인은 구조물의 안정성에 악영향을 줄 수 있다. 따라서, 본 연구에서는 외부 충격에 의한 대형 원형 강관의 동적 반응을 평가할 수 있는 기법을 개발하기 위해 실내 실험을 통한 기초 연구를 수행하였다. 실내 실험에서는 해상에 설치된 대형 원형 강관을 모사하기 위하여 소형 모형 강관을 토조에 설치하였고, 토조 속 흙의 높이와 수위는 각각 23cm와 25cm로 설정하였다. 수위는 40cm, 55cm, 70cm로 변화시켜가며 실험을 수행하였다. 선박 충돌을 모사하기 위하여 모형 강관의 상부를 해머로 타격하였으며, 모형 강관의 길이 방향으로 설치된 변형률계와 상부에 설치된 가속도계로 신호를 측정하였다. 실험결과, 변형률계로 측정된 변형률이 모형 강관의 상부에서 하부로 내려갈수록 감소하였다. 변형률계로 측정된 신호의 주파수는 충격이 가해지면 상시미진동 주파수보다 크게 증가하였지만, 수위 아래에 위치한 변형률계에서 측정된 주파수는 큰 증가를 나타내지 않았다. 가속도계로 측정된 신호의 최대 주파수는 충격이 가해지면 상시미진동 주파수보다 크게 증가하였다. 수위가 증가하면 최대 주파수는 감소하지만, 상시미진동 주파수보다는 크게 나타났다. 본 연구의 결과는 변형률계와 가속도계가 대형 원형 강관의 동적 반응 특성을 평가하는데 유용한 지표가 될 수 있음을 보여준다.

• 센서학회지
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• 제9권2호
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• pp.96-105
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• 2000

광섬유 TR-EFPI(total reflected extrtinsic Fabry-Perot interferometric) 센서가 빌딩, 교량, 항공기 등의 구조물의 변형률을 측정하기 위하여 개발되어졌다. 기존의 광섬유 EFPl(extrinsic Fabry-Perot interferometric) 센서는 그 신호가 변형률의 변화에 따라 정현파 형태로 출력되기 때문에 변형률의 증가 또는 감소를 구별하기 어렵다. 또한 절대 변형률은 이러한 단순한 광섬유 EFPI 센서로는 측정이 불가능하다. 본 연구에서는 변형률의 크기와 방향을 측정하기 위해서 광섬유 EFPI 센서를 전반사형 탐촉자로 개조한 광섬유 TR-EFPI 센서를 구성하였다. 이 광섬유 TR-EFPI 센서의 탐촉자는 모세유리관 안에 공기간극을 이루는 단일모드 광섬유(single mode fiber)와 거울코팅 광섬유(mirror coated fiber)에 의하여 구성된다. 이 광섬유 TR-EFPI 센서의 광출력 신호로부터 변형률의 크기와 방향을 결정하기 위하여 필요한 정보를 얻을 수 있다. 광섬유 TR-EFPI 센서로부터 구한 변형률과 전기저항형 변형률 게이지에 의한 변형률을 비교하기 위하여 광섬유 TR-EFPI 센서를 구성하고 알루미늄보 위에 전기저항형 변형률 게이지와 동일한 위치에 적용하여 만능시험기를 사용하여 하중 증가-감소에 따른 변형률 측정 실험을 수행하였다. 이 실험을 통하여 광섬유 TR-EFPI 센서에 의하여 구한 변형률은 전기저항형 변형률 게이지에 의한 변형률과 잘 일치함을 확인하였다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1993년도 추계학술대회 논문집
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• pp.267-272
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• 1993

This paper presents the performance and problems in analysis method and testing system of Electronic Speckle Pattern Interferometry (ESPI) method, in measuring two-dimensional in-plane displacement. The anyalysis result of measurement by ESPI is quite comparable to that of measurement by strain gauge method. This implieds that the method of ESPI is a very effective tool in non-contact two-dimensional in-planc strain analysis. But there is a controversal point,measurment error. This error is discussed to be affected not by ESPI method itseif, but by its analysis scheme of the interference fringe,where the first-order interpolation has been applied to the points of strain measured. In this case, it is turned out that the more errors would be occured in the large interval of fringe. so, this paper describes a computer method for drawing when the height is available only for some arbitary collection of points, the method is based on a distance-weighted, least-squares approximation technique, with the weight varying with the distance of the data points.

• 대한치과기공학회지
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• 제28권2호
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• pp.331-346
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• 2006

Free-end partial dentures, which are supported by teeth surrounded by dental root membranes and elastic mucous membrane tissues, may cause stress to the abutment teeth due to external force imposed on the denture base, increase the mobility of the abutment teeth, and bring about a change in the periodontal tissue. General retainers used in partial dentures are categorized into clasp, attachment, and Konus crown. Stress imposed on the abutment teeth and mobility of the denture base have relations with the lifetime of a crown and abutment teeth, and have direct relations with the chewing ability. Thus, a need arises to make a comparative analysis of stress of the three direct retainers on the abutment teeth and interpret the mobility of the denture base. This study designed three kinds of removable partial dentures (one kind of attachment partial denture, one kind of Konus crown partial denture, and one kind of clasp partial denture), and fabricated Dentiforms of bilateral partial dentures (Kennedy Class I) with lower left 1st premolar and lower right 1st and 2nd premolars being as the abutment teeth. A strain gauge was installed in the mesial and distal surface of the lowerr left 1st premolar (No. 34) of the fabricated dentiform and in the lower part of the denture base, and installed were a clasp partial denture, an attachment partial denture, and a Konus crown partial denture. Then, the vertical static load of 5kgf and 7.5kgf at the occlusion surface of the lower left No. 6 molar was generated for a total of 20 frequencies of load each using a push-full gauge, and thus a change in the output of the strain gauge was measured. With the respective application of Konus crown, attachment and RPI clasp in the free-end partial denture, surveyed was the distribution of stress imposed on the abutment teeth and the denture base according to the location of occlusion force load so as to come up with the following results. 1. Konus crown and attachment partial dentures generated much stress, and more stress on the abutment teeth than RPI clasp dentures did. Attachment dentures tended to further intensify stress on the abutment teeth than Konus crown dentures did. 2. Attachment dentures and Konus dentures imposed less stress on the denture base than RPI clasp dentures did. There was no stress difference between Attachment and Konus crown dentures. 3. Dentures that were designed with the application of retainers using sturdy linkage methods tended to be less mobile.

• 항공우주시스템공학회지
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• 제14권6호
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• pp.91-99
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• 2020

This study proposes a finite element (FE) model for predicting the bending strength of small gears used in electro-mechanical actuators for aircraft. First, a strain gauge was attached to the tooth root of test gear, and the strain was measured. Subsequently, the FE model was applied to calculate the strain of the test gear, and the modeled strain was compared with the experimental strain. The results confirmed that the FE strain was very close to the experimental strain and the FE model was valid. This FE model was extended to the bending strength analysis of several small gear tooth models. The bending strengths of all the tooth models were almost identical to the ISO theoretical bending strength. Finally, the FE model was validated and the reliability of the modeled bending strength was evaluated through the strain measurement experiment.

• 한국항만학회지
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• 제14권4호
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• pp.463-473
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• 2000

Reinforcement with geotextiles have been used in the foundation soil to enhance the resistance of embankments to avoid failure through excessive deformation or shear in the foundation. It is improtant to know the amount of the strain and the displacement of buried geotextiles for the verification of the reinforcement behaviour. Full scale trial constructions were performed to check the deformational characteristics of the polyester(PET) mat which was used for the embankment reinforcement. Many instrumentation equipments including surface settlement plates, profile gauges and inclinometer casings were installed to observe the behaviour of the soft ground due to the soil embankment. 60 electrical resistance strain gauges and 9 vibrating wire LVDTs were installed 세 measure the deformation of the polyester mat. Results of various tests and geotextile, waterproofing and protection from the hazard environments were introduced. The proposed instrumentation method was effective for the monitoring or the geotextile behaviour. The direct attachment of electrical resistance strain gauges on the gertextile mat was able to measure small changes of the strain of geotextiles. At the end of the 5 month monitoring, 54 of 60 (93%) strain gauges and 7 of 9 (78%) displacement transducers survived all perils of the compaction impacts and the humidity. And the tensile strain of grotextiles increased as the ground displacement became larger. Though the observed strain of mats under the 3m high embankment load was less than 1%, the magnitudes of the strain according to the mat spreading method were different from each other.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2002년도 하계학술대회 논문집 C
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• pp.1596-1598
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• 2002

This paper presents the characteristics of Ta-N thin-film strain gauges as high-temperature strain gauges, which were deposited on Si substrate by DC reactive magnetron sputtering in an argon-nitrogen atmosphere(Ar-($4{\sim}16%$)$N_2$). These films were annealed for 1 hour in $2{\times}10^{-6}$ Torr vacuum furnace range $500{\sim}1000^{\circ}C$. The optimized conditions of Ta-N thin-film strain gauges were annealing condition($900^{\circ}C$, 1 hr.) in 8% $N_2$ gas flow ratio deposition atmosphere. Under optimum conditions, the Ta-N thin-films for strain gauges is obtained a high resistivity, ${\rho}$=768.93 ${\mu}{\Omega}cm$, a low temperature coefficient of resistance, TCR = -84 ppm/$^{\circ}C$ and a high temporal stability with a good longitudinal gauge factor, GF = 4.12.