• 콘크리트학회논문집
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• 제16권5호
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• pp.719-724
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• 2004

The ribs of deformed bars can split the cover concrete by wedging action or shear off the concrete in front of the ribs. As slip of deformed bars increases, the rib face angle is flattened by the crushed concrete wedge, which reduces the rib face angle to a smaller bearing angle. The roles of bearing angle are explored to simulate this observation. Analytical expressions to determine bond strength for splitting and pullout failure are derived, where the bearing angle is a key variable. As the bearing angle is reduced, splitting strength decreases and shearing strength increases. When splitting strength becomes larger than shearing strength, the concrete key is supposed to be sheared off and the bearing angle is reduced with decreasing the splitting strength. As bars slip, bearing angle decreases continually so that splitting bond strength is maintained to be less than shearing bond strength. The bearing angle is found to play a key role in controlling the bond failure and determination of bond strength of ribbed reinforcing steel in concrete structures.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.239-243
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• 2003

A reducing bearing angle theory for bond of ribbed reinforcing bars to concrete is proposed to simulate experimental observation. Analytical expressions to determine bond strength for splitting and pullout failure are derived, where the bearing angle is a key variable. As bearing angle is reduced, splitting strength decreases and shearing strength increases. The proposed reducing bearing angle theory is effective to simulate damage of the deformed bar-concrete interface and understand bond mechanism of ribbed reinforcing steel in concrete structures.

• The Journal of Korean Physical Therapy
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• 제28권6호
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• pp.381-384
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• 2016

Purpose: Previous studies reported changes in the first metatarsophalangeal (MTP) joint angle in relation with and without weight bearing, but it is unclear whether sesamoid bone of the great toe changes in weight bearing conditions particularly in subjects with hallux valgus (HV). To investigate how weight bearing conditions can affect the position of the medial sesamoid bone (MSB), first MTP joint angle, and second intermetatarsal angle (IMA) in the recruited subjects. Methods: Subjects were recruited 24 with HV and 21 without HV in study. X-rays were taken in the weight bearing and non-weight bearing conditions. The distance of the MSB, first MTP joint angle, and second IMA were measured from the radiographs. Data were analyzed by paired and Independent t-test. The statistical significance level was p<0.05. Results: In both groups, the first MTP joint angles and the distance of the MSB were significantly smaller, while the second IMA was significantly greater in the weight bearing condition. The difference in the distance of the MSB between the two postures was significantly greater in the group with HV. Conclusion: Weight bearing can affect the first MTP joint angle, second IMA, and position of the MSB; the change in the position of the MSB in weight bearing was greater in the group with hallux valgus. The difference in these variables between weight bearing and non-weight bearing conditions may be considered when measuring HV.

• 한국산학기술학회논문지
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• 제15권10호
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• pp.6322-6328
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• 2014

얕은기초의 하중지지거동을 살펴보기 위해 3종류의 얕은기초를 가정하여 유한요소해석을 수행하였다. 띠기초에 대한 해석을 통해 구한 파괴시의 기초하부지반의 파괴양상은 팽창각이 없는 경우 국부전단파괴양상을 보였으며 팽창각이 있는 경우에는 전반전단파괴양상을 보였다. 팽창각에 따른 극한하중에 있어서는 팽창각이 있는 경우의 극한하중이 팽창각이 없는 경우에 비해 1.5배 큰 값을 보였다. 원형기초와 정사각형 기초에 대한 해석결과에 따르면 팽창각의 존재여부와 관계없이 파괴시 기초 인접지반면에 상향의 변위가 발생하여 전반전단파괴양상을 보였다. 극한하중에 있어서는 팽창각이 있는 경우가 없는 경우에 비해 약 10% 정도 증가하였다. 세 종류의 얕은기초에 대하여 해석을 통해 얻은 하중-침하곡선을 살펴볼 때 팽창각이 클수록 하중지지능력이 큼을 알 수 있었다.

• 한국음향학회지
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• 제37권6호
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• pp.412-421
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• 2018

선 배열 소나는 배열 이득으로 인해 단일 소나에 비해 상대적으로 음압이 낮은 표적 신호일 경우에도 방위 추정이 가능한 장점이 있다. 하지만 선 배열 소나에서는 표적의 방향을 나타내는 표적 방위각과 음파의 다중경로에서 발생되는 수직각의 영향으로 방위 오차가 발생하며 이로 인해 수신 신호로부터 표적 방위를 추정하는데 어려움이 존재한다. 수중의 음파 전달 환경에 의해 발생하는 다중경로는 각 경로별로 상이한 수직각을 가지므로 이러한 특성이 선배열 소나의 방위 추정에 미치는 영향에 대해 고려할 필요가 있다. 본 논문에서는 선 배열 소나에서 다중경로의 영향으로 인해 발생하게 되는 방위 오차를 확인하며 해저면 반사 경로에서 수직각에 의한 오차를 모의하여 환경에 따른 방위 오차의 차이를 분석한다. 또한 추정된 방위각에서 거리에 따라 방위 오차를 고려한 예상 표적 방위선을 도출한다.

• Tribology and Lubricants
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• 제36권2호
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• pp.82-87
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• 2020

In thrust bearings, the thrust collar and bearing surface need to be parallel to each other to ensure that all pads share the same load. In rotating machines, the shaft system cannot achieve perfect alignment. Misalignment of the thrust collar results in some pads supporting a higher load than others and excessive loads being placed on some pads. Consequently, high loads and high temperatures may occur in the bearing. Thus, in this study, we aim to analytically evaluate the performance of a misaligned non-equalizing direct lubricated tilting pad thrust bearing. We define the oil film thickness of the misaligned thrust bearing using the Byrant angle. Additionally, we calculate the pressure distribution and temperature distribution of the thrust bearing using the generalized Reynolds equation and energy equation. The design limit of the thrust bearing is defined by the load and temperature. Therefore, we evaluate the allowable misalignment angle as the limit of the maximum load and temperature. The analysis results demonstrate that an increase in the speed and load corresponds to a smaller allowable misalignment angle. However, as this is not the same for all thrust bearings, evaluating the allowable misalignment angle at each thrust bearing is essential.

• 한국자동차공학회논문집
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• 제10권1호
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• pp.162-167
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• 2002

An automotive wheel bearing is one of the most important components to guarantee the service life of a passenger car. The endurance life of a bearing is affected by many parameters such as material properties, heat treatment, lubrication conditions, temperature, loading conditions, bearing geometry, internal clearance and so on. In this paper, we analyze the relation between loads and deformations of wheel bearing units. On the basis of it, we calculate the endurance life of wheel bearing units and suggest a method to determine the initial contact angle to achieve a maximum endurance life with considering stress concentration.

• 수산해양기술연구
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• 제34권3호
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• pp.339-345
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• 1998

The purpose of this paper is to investigate the effect of the specimen geometries on the pin bearing strength of the angle ply carbon fiber reinforced composites. The effect of the edge distance and the specimen width on the pin bearing strength of angle ply CFRP composites are experimentally investigated in this paper. As results, the failure mode and pin bearing strength of mechanical joints turned out to depends on the stacking sequence and specimen geometries such as the edge distance and the specimen width. The higher pin bearing strength obtained for the angle ply CFRP composites is attributed to a combination of debonding, pull out, buckling and breakage of fiber and also the matrix cracking.

• Tribology and Lubricants
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• 제13권3호
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• pp.48-55
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• 1997

The ball bearing with thin-section raceways which is much lighter than other conventional bearings used in most modem passenger cars and small tracks. The important design parameters of this bearing is the groove radius of raceways, the diametral clearance, the free contact angle and so on. The optimal value of these parameters were determined by considering the dynamic load capacity, the contact angle and the calculated fatigue life. The contact angle between a ball and raceways was calculated by considering the local contact deformation and the structural deformation of thin-section raceways which was estimated by FEM. The raceways were made by means of the press-forming process. The fatigue life tester was designed and manufactured. The fatigue life test was executed and the reliability of this bearing was confirmed.

• 한국지반공학회논문집
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• 제31권2호
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• pp.13-25
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• 2015

최근 마이크로 파일의 활용 빈도가 점차 증가함에 따라 몇몇 연구자들은 마이크로파일 및 마이크로파일-기초에 대한 관련 연구를 수행하였다. 그러나 대부분의 관련연구는 모래지반을 대상으로 한 경우이다. 또한 마이크로파일-기초시스템의 지지특성은 기초시스템내 하부지반의 파괴거동과 파일설치조건에 따라 기초시스템의 지지력이 달라지나 이를 고려하지 않고 있다. 따라서 본 연구에서는 파괴거동이 상이한 지반에 설치된 마이크로파일-기초시스템의 지지력을 평가위해 수치해석을 수행하였다. 해석결과, 전면전단파괴가 발생한 모래지반에서는 기초시스템의 파일을 양 또는 음의 각도로 설치한 경우가 수직파일로 설치된 기초시스템보다 큰 것으로 나타났다. 관입파괴형상으로 파괴가 발생한 실트지반의 경우, 파일이 교차하도록 음의 각도로 설치한 기초시스템이 수직파일인 경우보다 지지력이 증가하였다. 그리고 양의 각도로 설치한 경우에는 수직인 경우와 유사한 것으로 나타났다.