• 한국터널지하공간학회 논문집
• /
• 제14권4호
• /
• pp.293-308
• /
• 2012

암반 절리면과 같이 입자와 연속체 평면의 접촉면에서의 전단거동은 전체 구조물의 거동을 지배할 수 있다. 암반설계의 효율을 높이기 위해서는 입자와 연속체 평면의 접촉면 전단거동 메커니즘에 대한 기초적인 이해와 접촉면 전단강도를 정확하게 산정하는 것이 필수적이다. 본 연구에서는 연속체 평면의 표면 거칠기의 영향을 알아보기 위하여 개별요소법 수치해석 프로그램인 $PFC^{2D}$를 사용하였다. 이 때 표면 거칠기는 매끄러운 평면, 중간 거칠기 평면, 거친 평면의 세 가지로 구분하였다. 접촉면 전단시험에서 입자 형상 및 입자 파쇄의 영향을 연구하기 위하여 one ball 모델과 clump 및 cluster 모델을 형성하여 상대적으로 비교 분석하였다. 이 때 입자의 형상은 원형, 삼각형, 직사각형, 정사각형으로 모델링하였다. 수치해석 결과, 표면 거칠기가 클수록 접촉면 전단강도 및 마찰각이 크게 나타났으며, 또한 간극률이 크게 증가하였다. 표면이 매끄러운 one ball 모델보다 작은 입자들의 결합으로 이루어져 표면이 굴곡진 모델, 즉 clump 모델의 접촉면 전단강도 및 마찰각이 크게 나타났다. 입자의 결합이 파괴되는 모델, 즉 cluster 모델의 접촉면 전단 강도 및 마찰각이 같은 형상의 clump 모델보다 작게 나타났으며, 파괴포락선은 비선형으로 나타났다. 이러한 결과로부터 연속체 평면의 거칠기 및 입자의 형상이 입자와 평면의 접촉면 전단거동 특성에 미치는 영향을 확인하였다.

• 한국터널지하공간학회 논문집
• /
• 제14권4호
• /
• pp.321-336
• /
• 2012

암반 절리면과 같이 입자와 연속체 평면의 접촉면에서의 전단거동은 전체 구조물의 거동을 지배할 수 있다. 암반설계의 효율을 높이기 위해서는 입자와 연속체 평면의 접촉면 전단거동 메커니즘에 대한 기초적인 이해와 접촉면 전단강도를 정확하게 산정하는 것이 필수적이다. 본 연구에서는 연속체 평면의 표면 파쇄가 미치는 영향을 알아보기 위하여 개별요소법 수치해석 프로그램인 $PFC^{2D}$를 사용하였다. 표면 거칠기는 매끄러운 평면, 중간 거칠기 평면, 거친 평면의 세 가지로 구분하였다. 입자의 형상은 원형의 one ball 모델과 삼각형 형상의 3 ball 모델로 구성하였다. 평면은 파쇄가 불가능한 경계요소 연속체 모델과 파쇄가 가능한 입자요소 연속체 모델로 각각 구성하였다. 수치해석 결과, 입자요소 모델의 결합강도가 작을수록 파쇄가 빨리 발생하여 큰 결합강도를 가진 연속체 모델보다 작은 접촉면 전단강도를 보였다. 돌출부의 파쇄가 발생한 후, 접촉면 전단강도는 수렴하는 경향을 보이며, 결합강도가 클수록 돌출부의 파쇄가 적게 발생하였다. 또한 경계요소 연속체 모델이 입자요소 연속체 모델보다 큰 접촉면 마찰각을 나타냈고, 모든 입자 모델에서 연속체의 표면 거칠기가 거칠수록 큰 접촉면 마찰각이 나타났다. 이러한 결과로부터 연속체 평면의 거칠기 및 평면 파쇄가 입자와 평면의 접촉면 전단거동 특성에 미치는 영향을 확인하였다.

• 정보저장시스템학회:학술대회논문집
• /
• 정보저장시스템학회 2005년도 추계학술대회 논문집
• /
• pp.179-183
• /
• 2005

Particles in the HDD can cause serious damages such as scratches and thermal asperity(TA) at the head/disk interface(HDI). Accordingly, particles cause data loss including physical and electrical damages. To improve the reliability of head-disk interface, understanding the damage characteristics at the HDI due to particle interactions is required. The materials such as $A1_2O_3$, TiC and aluminum were used in this experiment. The size and hardness of particles injected into the HDI are closely relevant to surface damage caused the data loss on the disk and head. In this paper, a variety of scratches were analyzed using scanning electron microscope(SEM) and atomic force microscope(AFM). In order to analyze defects of very small size on the disk, optical surface analyzer(OSA) was also used.

• 대한기계학회논문집B
• /
• 제24권3호
• /
• pp.477-484
• /
• 2000

Microcontamination caused by particle deposition on the head disk interface threatens the reliability of hard disk drive. Design of slider rail to control contamination becomes an important issue in magnetic recording. In this paper, how particles adhere to the slider and the disk is examined. To investigate accumulation mechanism of the particles, trajectory of the particles in a slider/disk interface is simulated with considering various forces including drag force, gravitational force, Saffman lift force, and electrostatic force. It is found that the charged particles can easily adhere to the slider or disk surface, if an electric field exists between the slider and the disk. It is supposed that the vertical motion of the particles should be related with not only Saffman force but also electrostatic force.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2000년도 봄 학술발표회 논문집
• /
• pp.289-296
• /
• 2000

This paper summarizes the results of a study which has quantified the evolution of the structure of sands adjacent to geomembranes of varying roughness at different stages of shearing. The results show that the structure evolution, and hence shear mechanisms for rounded uniform sands adjacent to geomembranes, are directly influenced by the surface roughness of the geomembranes. For smooth geomembranes, the shear mechanism predominantly involves sliding of sand particles and only affects the sand structure within two particle diameters of the geomembrane. For slightly textured geomembranes, the effects of interlocking and dilation of sand particles extends the zone of evolution to four particles diameters from the interface. For moderately/heavily textured geomembranes, the interlocking and dilation of sand particles is fully developed and results in large dilation in the interfacial zone, which extends up to six particle diameters from the interface. By understanding how the structure of the sand adjacent to geomembranes of different roughness changes during shearing, it may be possible to identify alternative geomembrane roughening procedures and patterns that can lead to more efficient interface designs.

• 한국소성가공학회:학술대회논문집
• /
• 한국소성가공학회 1997년도 춘계학술대회논문집
• /
• pp.140-143
• /
• 1997

The present study is concerned with the hydrostatic extrusion process of copper-clad aluminium bar to investigate the basic flow characteristics. Considering the bonding mechanism of bi-metal contact surface as cold pressure welding, the normal pressure and the contact surface expansion are selected as process parameters governing the bonding condition. The critical pressure required for the bonding at the interface is obtained by solving a "local extrusion" using a slip line meyhod. A viscoplastic finite element method is used to analyze the steady state extrusion process. The boundary profile of bi-metal rod is predicted by tracking a particle path adjacent to interface surface. The variations of contact surface area and the normal pressure along the interface profile are predicted and compared to those by experiments.

• Geomechanics and Engineering
• /
• 제14권4호
• /
• pp.387-398
• /
• 2018

The present study evaluates the interface shear strength between sand and different construction materials, namely steel and concrete, using direct shear test apparatus. The influence of surface roughness, mean size of sand particles, relative density of sand and size of the direct shear box on the interface shear behavior of sand with steel and concrete has been investigated. Test results show that the surface roughness of the construction materials significantly influences the interface shear strength. The peak and residual interface friction angles increase rapidly up to a particular value of surface roughness (critical surface roughness), beyond which the effect becomes negligible. At critical surface roughness, the peak and residual friction angles of the interfaces are 85-92% of the peak and residual internal friction angles of the sand. The particle size of sand (for morphologically identical sands) significantly influences the value of critical surface roughness. For the different roughness considered in the present study, both the peak and residual interaction coefficients lie in the range of 0.3-1. Moreover, the peak and residual interaction coefficients for all the interfaces considered are nearly identical, irrespective of the size of the direct shear box. The constitutive modeling of different interfaces followed the experimental investigation and it successfully predicted the pre-peak, peak and post peak interface shear response with reasonable accuracy. Moreover, the predicted stress-displacement relationship of different interfaces is in good agreement with the experimental results. The findings of the present study may also be applicable to other non-yielding interfaces having a similar range of roughness and sand properties.

• 한국전산유체공학회:학술대회논문집
• /
• 한국전산유체공학회 2011년 춘계학술대회논문집
• /
• pp.54-57
• /
• 2011

In this paper we present an algorithm about how to simulate two dimensional dam breaking with lattice Boltzmann method (LBM). LBM considers a typical volume element of fluid to be composed of a collection of particles that represented by a particle velocity distribution function for each fluid component at each grid point. We use the modified Lattice Boltzmann Method for incompressible fluid. This paper will represent detailed information on single phase flow which considers only the water instead of both air and water. Interface treatment and conservation of mass are the most important things in simulating free surface where the Interface is treated by mass exchange with the water region. We consider the surface tension on the interface and also bounce back boundary condition for the treatment of solid obstacles. We will compare the results of the simulation with some methods and experimental results.

• Tribology and Lubricants
• /
• 제17권3호
• /
• pp.221-227
• /
• 2001

The effect of silver particles on the sliding behavior of bearing steels was studied experimentally by using a ball-on-disk tribometer. Tests were performed in ambient air, dry air and vacuum. Disks of AISI 52100 were silver-coated by a thermal evaporation method, and the effects of silver particle transfer on friction were analyzed. In order to understand further the mechanism of silver particle transfer and its effect on friction and wear, pre-compressed silver particles were artificially introduced into the friction interface and the results were compared to those of silver-coated specimens. Results showed that the introduced silver particles produced transfer layers and resulted in low friction. It also showed that this low friction is closely related to the characteristic behavior of transfer layers. Shakedown occurred at the friction interface affected the friction and wear.

• 한국지반공학회논문집
• /
• 제16권3호
• /
• pp.89-89
• /
• 2000

The shear behavior of any interface is a function of the fundamental properties of both materials at the interface. This study aimed at investigating the effect of planar surface roughness on the stress-horizontal displacement curve at theinterfaces composed of various geomembrane textures and granular materials. In addition, the extent of surfacialscarring on smooth geomembranes against granular materials during shearing induced by plowing effect was studied. It wasobserved that the displacements required to achieve peak and residual interface resistance, and the stress-displacementcurve at the interface vary greatly with the surface roughness of geomembrane. Quantification of surface roughnessvariations on smooth geomembrane due to plowing effect showed that the surfacial scarring during shearing by the soilparticles is directly related to both the normal stress and the angularity of the soil particles at the interface. The findingsof this study can be used to provide the useful information for the design and selection of counterface materials.