• 대한기계학회논문집B
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• 제23권11호
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• pp.1481-1489
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• 1999

The sliding-belt concept introduced by Bechert et al. (AIAA J., Vol. 34, pp. 1072~1074) is numerically applied to a turbulent boundary layer flow for the skin-friction reduction. The sliding belt is moved by the shear force exerted on the exposed surface of the belt without other dynamic energy input. The boundary condition at the sliding belt is developed from the force balance. Direct numerical simulations are performed for a few cases of belt configuration. In the ideal case where the mechanical losses associated with the belt can be ignored, the belt velocity increases until the integration of the shear stress over the belt surface becomes zero, resulting in zero skin friction on the belt. From practical consideration of losses occurred In the belt device, a few different belt velocities are given to the sliding belt. It is found that the amount of drag reduction is proportional to the belt velocity.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2006년도 춘계학술대회 논문집
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• pp.219-221
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• 2006

Asymmetrical rolling was performed by rolling AA 1050 sheets with different velocities of upper and lower rolls. In order to study the effect of roll gap geometry on the evolution of strain states and textures during asymmetrical rolling, the reduction per rolling pass was varied. After asymmetrical rolling, the outer thickness layers depicted shear textures and the center thickness layers displayed a random texture. With decreasing reduction per an asymmetrical rolling pass, the thickness layers depicting shear textures increases. The strain states associated with asymmetrical rolling were investigated by simulations with the finite element method (FEM).

• 대한기계학회:학술대회논문집
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• 대한기계학회 2003년도 춘계학술대회
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• pp.1903-1908
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• 2003

The motion of a small, heavy rigid particle in the shear flow on a stationary wall is investigated in the context of Stokes flow. The lift force proposed by Saffman(1965) and later modified by Mclaughlin(1991) and Mei(1992) is considered in the prediction of the particle motion far away from the wall. Later, the expression of the lift force is modified to take into account the effect of wall(Cherukat and Mclaughlin, 1994). In the analysis the gravity and buoyancy effect are also taken into account. An analytical and numerical results for the terminal velocities and trajectories of the particle after the enough lapse of time are presented.

• 한국해양학회지
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• 제19권2호
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• pp.118-124
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• 1984

黃海의 海上風에 의한 重力波의 波高와 週期를 SMB法을 使用하여 計算 하였다. 그리고 黃海에서 樹勢한 北西風과 南西風이 40knots에 달할 때의 波浪活動 에 의한 海底流速과 海底剪斷應力을 線形波浪理論과 Kajiura(1968)의 暖流振動境界層分析에 의해 구하였다. 計算 缺課를 보면 韓半島의 西海沿近海域 에서 가장 큰 海波와 剪斷應力의 分布를 보이며 이로 인하여 沿近海底面이 持續的인 影響를 받고 있음이 나타났다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2007년도 추계학술대회 논문집
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• pp.84-86
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• 2007

Aluminum sheets were asymmetrically cold rolled without lubrication by using different roll velocities of upper and lower rolls in order to intensify the shear deformation. During asymmetrical cold rolling of aluminum sheets, a reduction per a rolling pass, initial sheet thickness, roll diameter, roll velocity ratio were varied to investigate the effect of rolling parameters. The formation of through thickness shear texture was related to the ratio of the contact length between the roll and sample($l_c$) to the sheet thickness(d). The strain states associated with asymmetrical rolling were investigated by the finite element method (FEM) simulation. FEM results indicated that the evolution of deformation texture in a thickness layer is strongly governed by integrated values of strain rates $\dot{\varepsilon}_{13}$ and $\dot{\varepsilon}_{11}$ along the streamline in the roll gap.

• 대한기계학회논문집B
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• 제30권8호
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• pp.806-817
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• 2006

The motion of a small rigid particle in the shear flow near a stationary flat wall is investigated in the context of Stokes flow. The lift force proposed by Saffman and later modified by Mclaughlin and Mei is considered in the prediction of the particle motion far away from the wall. Later, the expression of the lift force is modified to take into account the effect of wall. In the analysis, gravity, lift and drag acting on a small rigid particle near the wall are taken into account. Both analytical and numerical results for the terminal velocities, distances from the wall and trajectories of the particle are presented. In addition, we extended the present analysis to turbulent near-wall flow in the vicinity of the wall.

• 한국지구과학회지
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• 제21권6호
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• pp.675-682
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• 2000

금강하구 부근의 연약지반에서 획득한 탄성파 자료(25개 shot gather)를 역산하여 2차원 S파 속도구조를 구하였다. 탐사측선위에 위치한 2개 시추홀에서 지질조사를 실시하고 표준관입시험을 실시하였다. 2차원 S파 속도구조는 대상지역의 지층이 두께 1${\sim}$3m의 상부층(S파 속도 200${\sim}$700m/sec), 두께 5${\sim}$8m의 중간 저속도층(S파 속도 100m/sec${\sim}$400m/sec)과 그 아래 S파 속도 1000m/sec 이상의 하부층으로 이루어져 있음을 보인다. 저속도층은 탐사측선의 한쪽 끝에서 다른 쪽 끝으로 가면서 그 두께가 얇아지고, 기반암의 깊이도 얕아진다. S파 속도구조와 지층의 지질, 표준관입시험 값을 검토한 결과, 저속도층은 clay층과 밀접한 관련이 있는 것으로 사료된다. 이에 비해 Standard Penetrarion Test 값은 지층의 성분과는 연관성을 보이지 않고, 깊이에 따라 증가하는 것으로 나타난다. 이 연구는 표면파 역산이 연약지반의 S파 속도구조를 밝히는 데 효과적으로 사용될 수 있음을 보여준다. 또한 표면파 역산 방법은 연약지반에 흔히 존재하는 지표에 가까운 지하수면, 또는 저속도 층으로 인한 굴절파 탐사방법의 한계를 극복할 수 있는 방법을 제공한다.

• 한국지반환경공학회 논문집
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• 제17권3호
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• pp.13-19
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• 2016

기존의 콘크리트 조기강도의 발현 및 응결특성을 파악하기 위하여 탄성파 기법을 이용한 콘크리트의 모니터링에 대한 많은 연구가 수행되어 왔다. 본 연구에서는 저강도 콘크리트의 일종인 유동성 채움재(CLSM)에 대한 응결특성을 파악하기 위하여 전단파 트랜스듀서인 벤더 엘리먼트를 활용하였으며, 양생시간에 따른 CLSM의 전단파 특성을 조사하였다. 조기강도 및 유동성을 확보하기 위하여 CLSM은 CSA계 시멘트, 비회, 실트 및 모래, 급결제, 물로 구성되었으며 세립분 함량에 따른 전단파 특성 변화를 보기 위해 3종류의 CLSM 시료를 배합하였다. 전단파 측정을 위한 셀은 셀 벽면에 한 쌍의 벤더 엘리먼트가 설치되었고, 배합된 CLSM 시료를 전단파 측정용 셀에 조성하여 양생시작부터 28일간 전단파 변화를 모니터링 하였다. 실험결과 CLSM의 세립분 함량에 상관없이 양생시간이 증가함에 따라 전단파의 공진주파수 및 속도는 증가하였다. 또한, 양생시작부터 약 10시간까지는 전단파의 진폭도 증가하였으며, 동일한 시각에서는 세립분 함량이 적을수록 공진주파수 및 속도가 크게 나타났다. 본 논문에서 제안된 벤더 엘리먼트를 이용한 전단파 측정기법은 양생기간에 따른 CLSM의 응결특성을 평가하는 데 유용하게 사용될 수 있을 것으로 판단된다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2004년도 제5회 압연심포지엄 신 시장 개척을 위한 압연기술
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• pp.11-18
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• 2004

Asymmetric rolling, in which the circumferential velocities of the upper and lower rolls are different, can give rise to intense plastic shear strains and in turn shear deformation textures through the sheet thickness. The ideal shear deformation texture of fcc metals can be approximated by the <111> // ND and $\{001\}<110>$ orientations, among which the former improves the deep drawability. The ideal shear deformation texture for bcc metals can be approximated by the Goss $\{110\}<001>\;and\;\{112\}<111>$ orientations, among which the former improves the magnetic permeability along the <100> directions and is the prime orientation in grain oriented silicon steels. The intense shear strains can result in the grain refinement and hence improve mechanical properties. Steel sheets, especially ferritic stainless steel sheets, and aluminum alloy sheets may exhibit an undesirable surface roughening known as ridging or roping, when elongated along RD and TD, respectively. The ridging or roping is caused by differently oriented colonies, which are resulted from the <100> oriented columnar structure in ingots or billets, especially for ferritic stainless steels, that is not easily destroyed by the conventional rolling. The breakdown of columnar structure and the grain refinement can be achieved by asymmetric rolling, resulting in a decrease in the ridging problem.

• Geomechanics and Engineering
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• 제17권5호
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• pp.429-438
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• 2019

Microbially induced carbonate precipitation (MICP) is an innovative soil improvement approach utilizing metabolic activity of microbes to hydrolyze urea. In this paper, the shear response and the erodibility of MICP-treated sand under axial compression and submerged impinging jet were evaluated at a low confining stress range. Loose, poorly graded silica sand was used in testing. Specimens were cemented at low confining stresses until target shear wave velocities were achieved. Results indicated that the erodibility parameters of cemented specimens showed an increase in the critical shear stress by up to three orders of magnitude, while the erodibility coefficient decreased by up to four orders of magnitude. Such a trend was observed to be dependent on the level of cementation. The treated sand showed dilative behavior while the untreated sands showed contractive behavior. The shear modulus as a function of strain level, based on monitored shear wave velocity, indicated mineral debonding may commence at 0.05% axial strain. The peak strength was enhanced in terms of emerging cohesion parameter based on utilizing the Mohr-Coulomb failure criteria.