• 한국염색가공학회지
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• 제13권1호
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• pp.61-67
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• 2001

In this study, the fabrics were woven with worsted grams of Nm 2/72 and the structure of 5 harness satin on rapier and air-jet loom with different weft insertion mechanism and then fabrics were finished in the same processes. Also the physical properties were measured with KES-FB system and discussed with the characteristics of looms for comparing the difference of physical properties of the worsted fabrics which were woven with two different looms under the same structure. Pot shearing and compression properties, then showed similar behavior and the fabric finishing processes were seemed to affect much more than the difference of the loom types. For the surface roughness, the rapier fabrics showed higher irregularity than the air-jet fabrics.

• Journal of Biosystems Engineering
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• 제25권5호
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• pp.359-368
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• 2000

In this paper, mathematical model was developed for predicting the tractive performance of off-road wheeled vehicles operated on soft terrains. Based on the mathematical model, a computer simulation program(TPPMWV) was developed. The model takes into account main design parameters of wheeled vehicle, including radius and width of front and rear tire, weight of vehicle, wheelbase and driving type(4WD, 2WD). Soil characteristics, such as the peressure-sinkage and shearing characteristics and the response to repetitive loading and slip-sinkage effect, are also taken into consideration. The effectiveness of the developed model was verified by comparing the predicted drawbar pulls using TPPMWV with measured ones obtained by field tests for two different driving types of wheeled vehicle. As a results, the drawbar pulls predicted by the TPPMWV were well matched to the measured ones within the absolute errors of 3.916%(4WD) and 13.31%(2WD) for two different driving types, respectively.

• Geomechanics and Engineering
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• 제11권1호
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• pp.95-116
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• 2016

A novel higher order shear-deformable beam model, which provides linear variation of transversal normal strain and quadratic variation of shearing strain, is proposed to describe the beam resting on foundation. Then, the traditional two-parameter Pasternak foundation model is modified to capture the effects of the axial deformation of beam. The Masing's friction law is incorporated to deal with nonlinear interaction between the foundation and the beam bottom, and the nonlinear properties of the beam material are also considered. To solve the mathematical problem, a displacement-based finite element is formulated, and the reliability of the proposed model is verified. Finally, numerical examples are presented to study the effects of the interfacial friction between the beam and foundation, and the mechanical behavior due to the tensionless characteristics of the foundation is also examined. Numerical results indicate that the effects of tensionless characteristics of foundation and the interfacial friction have significant influences on the mechanical behavior of the beam-foundation system.

• 지질공학
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• 제25권1호
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• pp.93-102
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• 2015

지반은 동결이 발생함에 따라 물리적 특성이 변화하며, 동결현상에 따른 기초구조물의 안정성 평가는 설계시 중요한 고려사항 중 하나이다. 본 연구에서는 동결 및 전단과정 중 연직응력 변화에 따른 동결토의 전단강도 및 강성을 평가하고자 하였다. 동결토의 강도평가를 위하여 직접전단실험을 수행하였으며, 직접전단실험 중 강성평가를 위한 전단파 측정을 동시에 수행하였다. 실험수행을 위하여, 동결용 직접전단상자를 제작하였으며, 상·하부 전단상자의 벽면에는 전단파 트랜스듀서인 벤더 엘리먼트를 각각 설치하였다. 시료는 주문진사 및 실트, 그리고 증류수를 이용하여 포화도 10%로 혼합하였으며, 상대밀도가 모든 조건에서 동일하게 유지되도록 조성하였다. 조성된 시료는 -5℃까지 동결을 진행시킨 후, 온도를 유지한 상태로 직접전단실험을 수행하였다. 동결 및 전단과정 중 시료에는 다양한 크기의 연직응력이 가해졌으며, 전단과정 중 수평변위에 따른 전단응력 및 수직변위, 그리고 전단파를 측정하였다. 실험결과, 모든 구속조건의 경우에서 동결 혹은 전단과정의 연직응력이 증가함에 따라 전단강도는 증가하였으며, 전단과정의 연직응력만 증가한 경우보다 동결과정의 연직응력도 함께 증가한 경우 전단강도가 더 크게 증가하는 것으로 나타났다. 또한, 전단파 속도의 변화는 측정위치에 따라 다른 경향을 보였으며, 전단면을 통과하여 측정한 경우 전단파 속도는 전단변형이 진행됨에 따라 감소하는 것으로 나타났다. 본 연구는 동결 및 전단과정 시 구속조건의 효과를 평가한 연구로써, 포화도가 낮은 상태의 동결토의 강도 및 강성에 대한 기초자료로 활용될 수 있을 것으로 예상된다.

• 암석학회지
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• 제23권2호
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• pp.61-73
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• 2014

소백산육괴의 중앙부에 위치하는 경상북도 북후면-평은면 지역에서 주 구성암류인 선캠브리아기 변성퇴적암류와 중생대 화강암에 대한 변형된 암석 및 미구조 연구를 통하여 (동)북동-(서)남서 방향으로 발달하는 우수 주향 이동성 예천전단대의 상대적인 형성시기, 변형온도, 초압쇄암대의 분포 등을 파악하였다. 연성 변형된 주요 암석구조는 전단변형에 의해 형성된 압쇄구조면과 신장선구조 그리고 편마구조면 내지 압쇄구조면이 습곡되어 형성된 (동)남동-버전스의 완침강-중경사 밀착습곡 등이 있다. 연성전단변형 동안에 형성된 장석들의 특징적인 미구조는 플레임 퍼어사이트, 밀메카이트, 미세단열, 미세킹크, 킹크대, 파동소광 등이 인지된다. 재결정된 석영집합체의 c-축 배열은 rhomb와 basal가 탁월한 미끄럼계로 작용하여 형성된 single girdle과 Type I crossed girdle 형태를 보여준다. 전단운동감각 결정면상에서 인지되는 전단운동감각은 우세한 방향성인 북서-경사와 부수적인 방향성인 남동-경사 압쇄구조면상에서 상부-북동-이동과 상부-남서-이동을 각각 보여준다. 이러한 특징적인 암석 및 미구조로부터 예천전단운동은 밀착습곡이 형성된 이후 발생하였으며, 예천전단운동이 발생할 당시의 변형온도는 $350{\sim}450^{\circ}C$이었음을 알 수 있다. 선캠브리아기 변성퇴적암류의 대상 분포와 변형된 선캠브리아기 변성퇴적암류의 장석과 중생대 화강암의 석영의 입도 분포로부터 불노봉과 박달산 북부를 통과하는 (동)북동 방향의 예천전단대의 초압쇄암대가 설정된다.

• 대한기계학회논문집
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• 제11권1호
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• pp.74-81
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• 1987

본 논문에서는 구상흑연주철을 어니일링하여 퍼라이트기지와 페라이트기지의 양을 조정하므로서 절삭성이 어느 정도 향상되는가를 실험검토하였다. 제일보에서는 퍼라이트기지가 페라이트기지로 변화할 때에 절삭비, 전단각 및 절삭저항에 어떠한 영 향을 주는가를 검토하였고, 본보에서는 기지조직의 변화가 전단응력 및 절삭에너지에 미치는 영향을 검토하였으며 각조직에 대한 절삭방정식과 절삭정수를 결정하였다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2003년도 제4회 박판성형 심포지엄
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• pp.29-34
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• 2003

In order to study the shearing characteristics of anti-vibration sheet metal which has been bonded by resin, a blanking die of 40.02mm was manufactured to blank a material and it is used to reduce vibrational noise. The variables employed in this study were 1) Clearance 2) types of stripper plate, and 3) types of the die design technique. These variables were used to study the effects on burr height, diameter of product, and camber height. Lastly, the effect of the position of the rubber during blanking was observed. In the case of burr height from experimental investigation, the push-back die, combined with a movable stripper plate, resulted in the concentration of additional pressure between the cutting edges, meaning the crack initiation was delayed. This result was not affected by lubrication, although appropriate lubrication is preferred to enable a longer lasting die in terms of wear, which results from the presence of adhesive as the sheet metal is blanked. In the comparison of diameter measurement, the push-back die, combined with the back pressure from the knock-out plate showed a favorable precision. The use of the push back die with a fixed stripper plate, with a $4.5\%$ clearance, showed better accuracy in the diameter measurement. For comparing camber height, the push back die resulted in less cambering than the drop-through die. Also, the larger the clearance, the greater was the camber height. Considering experimental results, the shearing of anti-vibrational sheet metal is best achieved when the rubber is laying on the top, blanked with a fixed-stripper plate in a push-back die, with a $4.5\%$ clearance.

• Structural Engineering and Mechanics
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• 제19권6호
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• pp.653-677
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• 2005

Concrete filled steel tubular columns (CFT) are widely used in civil engineering works, especially in large scale of works because of high strength, deformation, toughness and so on. On the other hand, as a kind of strengthening measure for seriously damaged reinforced concrete piers of viaduct in Hansin-Awaji earthquake of Japan in 1995, reinforced concrete piers were wrapped with steel plate. Then, a new kind of structure appeared, that is, reinforced concrete filled steel tubular column (RCFT). In this paper, compression test and bending-shearing test on RCFT are carried out. The main parameters of experiments are (1) strength of concrete, (2) steel tube with or without rib, (3) width-thickness ratio and (4) arrangement of reinforcing bars. According to the experimental results, the effect of parameters on mechanical characteristics of RCFT is analyzed clearly. At the same time, strength evaluation formula for RCFT column is proposed and tested by experimental results and existed recommendations (AIJ 1997). The strength calculated by the proposal formula is in good agreement with test result. As a result, the proposed evaluation formula can evaluate the strength of RCFT column properly.

• 한국광학회지
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• 제34권6호
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• pp.261-268
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• 2023

본 연구에서는 간단한 구조의 층밀림 간섭계 기반의 정량적 위상 이미징을 위한 미분 간섭 현미경 모듈을 제안한다. 제안하는 모듈은 복굴절성과 편광 광 분할기의 특성을 갖는 기하 위상 소자 중의 하나인 편광 격자를 이용하여 층밀림 간섭계 구조로 구성되고, 편광 카메라를 통해 획득된 4개의 편광 영상으로 정량적인 위상차 영상뿐만 아니라 일반적인 명시야 현미경 영상을 동시에 추출할 수 있다. 또한, 제안하는 모듈의 실시간 영상 획득 가능성, 안정성 및 소형화로 인해 기존의 현미경에 편리하게 적용할 수 있다. 제안하는 시스템을 검증하기 위해 다양한 시편에 대한 명시야 영상 및 위상차 영상을 획득하였고, 또한 이들 영상들을 합성하여 보다 가독성이 높은 시편 영상을 획득하였다.

• 터널과지하공간
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• 제4권3호
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• pp.274-286
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• 1994

Direct shear tests were on ducted in a laboratory setting in order to investigate the shear strength and deformation behavior of rock joints. Also, the characteristics of acoustic emissions (AE) during shearing of rock joints were studied. The artificial rock joints were created by splitting the intact blocks of Hwangdeung granites and Iksan marbles. Joint roughness profiles were measured by a profile gage and then digitized by Image analyzer. Roughness profile indices(Rp) of the joints were calculated with these digitized data. Peak shear strength, residual shear strength, shear stiffness and maximum acoustic emission(AE) rate were investigated with joint roughness. The peak shear strenght, the residual shear strength and the shear stiffness were increased as roughness popfile index or normal stress increased in the shear tests of granites. In the tests of marble samples, the shear deformation characteristics were not directly affected by joint roughness. As the result of two directional shear tests, the shear characteristics were varied with shear direction. AE count rates were measured during the shear deformation and the AE signals in several stages of the deformation were analyzed in a frequency domain. The AE rate peaks coincided with the stress drops during the shear deformation of joint. The dominant frequencies of the AE signals were in the vicinity of 100 kHz fo rgranite sample and 900 kHz for marble samples. The distribution of amplitude was dispersed with increasing normal stress.