• Journal of Power System Engineering
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• v.1 no.1
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• pp.70-79
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• 1997

Ni-base self-fluxing alloy powder particles were flame sprayed onto the SS400 mild steel substrate surface. The effects of both substrate temperature and spraying distance on the splat behavior of sprayed particles were examined. The results obtained are summarized as follows: 1) In the splat behavior of Ni-base self-fulxing alloy particles sprayed onto the SS400 mild steel substrate, splashing was observed under the room temperature condition. On the contrary, it showed circular plate pattern in the substrate temperature range over 373K. 2) It was cleared that there was close relationship between mechanical properties of coating layer and splat behavior of sprayed particles. 3) From the experimental results, optimum spraying conditions showed excellent mechanical properties in the case of Ni-base self fluxing alloy sprayed onto the SS400 mild substrate were 473K of substrate temperature and 250mm of spraying distance.

• Journal of Korean Tunnelling and Underground Space Association
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• v.9 no.2
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• pp.121-131
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• 2007

Recently, the probability of rock joints being exposed to free faces is getting higher for the scale of rock mass structures gets larger. Also, the frequency of occurring dynamic events such as earthquakes and blasting has been increasing. Thus, the shear behavior of rock joints under different conditions needs to be investigated. In this study, a series of direct shear tests were carried out under various conditions to examine the velocity-dependent shear behavior of saw-cut rock joints. Two types of direct shear test were carried out. The first was to examine the velocity-dependent shear behavior of saw-cut rock joints at seven different shear velocities, each with three different normal stresses. The second was to examine the shear behavior of saw-cut rock joints when three different instantaneous shear velocities changed. As a result, the coefficient of friction was affected by normal stress. The breakpoint velocity, the point when the change of shear velocity starts to affect the frictional behavior, became lower as normal stress increased. Also, as the shear velocity became lower, the degree of stress-drop on stick-slip behavior became larger. As a result of examining the changes of friction coefficient, velocity weakening (decrease of friction coefficient) was observed. The decrement of friction coefficient due to the changes of shear velocity under slow shear velocity was larger than that under fast shear velocity.

• Computational Structural Engineering
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• v.10 no.1
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• pp.37-45
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• 1997

대규모의 쉘 구조물 설계에서는 고정하중이 지배적이므로 구조물을 구성하는 부재단면은 거의 고정하중에 의해 결정되는 경우가 많다. 이미 보고된 정적하중에 대한 쉘의 좌굴에 관한 연구결과들이 말해주고 있듯이 구조물의 안전율이 어느정도 확보되어 있는가를 평가하는 일이 우선적으로 중요하다. 그러나 고정하중에 대한 안전율을 확보하여 설계된 쉘이 지진동을 받았을 경우 어떻게 거동할까, 어느정도의 지진동에 견딜 수 있는지를 조사하여 그 구조물의 내진성능을 파악하는 일은 설계상 반드시 필요한 일이라 생각된다. 지진응답에 관한 많은 연구들이 주로 수평지진동을 받는 구조물을 대상으로 하고 있다. 그러나 지진동은 원래가 3차원적인 것이고 따라서 직하형의 지진동을 받을 가능성도 있다. 특히 장span구조물은 상하지진동의 영향이 클 것으로 생각된다. 본 고에서는 상하지진동을 받는 단순지지된 편평쉘의 응답해석례를 소개하고자 한다.

• Tunnel and Underground Space
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• v.18 no.4
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• pp.300-311
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• 2008

In this study, scaled model tests were performed to investigate the stability of three parallel tunnels. Seven types of test models which had respectively different pillar widths, tunnel sectional shapes, support conditions and ground conditions were experimented, where crack initiating pressures and deformation behaviors around tunnels were investigated. In order to evaluate the effect of pillar widths on stability, various models were experimented. As results, the models with shallower pillar widths proved to be unstable because of lower crack initiating pressures and more tunnel convergences than the models with thicker pillar widths. In order to find the effect of tunnel sectional shape on stability, the models with arched, semi-arched and rectangular tunnels were experimented. Among them rectangular tunnel model was the most unstable, where the arched tunnel model with small radius of roof curvature was more stable than semi-arched one. The model with rockbolt showed higher crack initiating pressure and less roof lowering than the unsupported model. The deformation behaviors of tunnels in the anisotropic ground model were quite different from those in the isotropic ground model. Futhermore, the results of FLAC analysis were qualitatively coincident with the experimental results.

• Tunnel and Underground Space
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• v.16 no.1 s.60
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• pp.58-72
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• 2006

In recent years, not only the occurrences but the magnitude of earthquakes in Korea are on an increasing trend and other sources of dynamic events including large-scale construction, operation of hi띤-speed railway and explosives blasting have been increasing. Besides, the probability of exposure fir rock joints to free faces gets higher as the scale of rock mass structures becomes larger. For that reason, the frictional behavior of rock joints under dynamic conditions needs to be investigated. In this study, a shaking table test system was set up and a series of dynamic test was carried out to examine the dynamic frictional behavior of rock joints. In addition, a computer program was developed, which calculated the acceleration and deformation of the sliding block theoretically based on Newmark sliding block procedure. The static friction angle was back-calculated by measuring yield acceleration at the onset of slide. The dynamic friction angle was estimated by closely approximating the experimental results to the program-simulated responses. As a result of dynamic testing, the static friction angle at the onset of slide as well as the dynamic friction angle during sliding were estimated to be significantly lower than tilt angle. The difference between the tilt angle and the static friction angle was $4.5\~8.2^{\circ}$ and the difference between the tilt angle and the dynamic friction angle was $2.0\~7.5^{\circ}$. The decreasing trend was influenced by the magnitude of the base acceleration and inclination angle. A DEM program was used to simulate the shaking table test and the result well simulated the experimental behavior. Friction angles obtained by shaking table test were significantly lower than basic friction angle by direct shear test.

• Proceedings of the KSRS Conference
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• 2006.03a
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• pp.257-260
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• 2006

본 연구에서는 SIR-C MLC 영상자료와 환경부에서 제공하는 중분류 토지피복도 자료를 참조하여 식생피복지역으로 예상되는 논, 밭 지역으로 분류된 농업지역과 활엽수림, 침엽수림, 혼효림 지역으로 분류된 산림지역에 대한 산란특성을 고찰하기 위해 편광 반응특성을 측정하였다. 편광반응특성분석결과 농업지역과 산림지역의 거동형태는 구형 산란체나 편평한 면에서의 거동특성을 나타냈으며, 측정된 HH, VV, HV 편광매개변수의 후방산란계수 값들은 각각의 지역에서 다른 경향을 보였다.

• Journal of the Korean Society for Advanced Composite Structures
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• v.2 no.3
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• pp.18-24
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• 2011

In this paper, we present the load-deflection behavior of GRP pipes. GRP buried pipes are widely used in construction in the advantage of their superior mechanical and physical characteristics such as high chemical resistance, high corrosion resistance, right weight, smooth surface of the pipe, and cost effectiveness from soil-structure interaction. To design flexible pipes to be buried underground, it should be based on the ASTM D2412(2010). When applying ASTM D 2412(2010) to the design, pipe stiffness(PS) must be predetermined by the parallel-plate test which requires tedious and laborious working process. To overcome such problems, the finite element simulations for finding the load-deflection behavior of the GRP flexible pipes is installed at UTM testing machine. In the finite element simulations, basic data, such as the modulus of elasticity of the material and cross-sectional dimension, is used. From the investigation, we found that the difference between experimental result and analytical prediction is less than 15% when the pipe deflected 3% and 5% of its vertical diameter although the pipe material is not uniform across the cross-section.

• Journal of the Korean Geotechnical Society
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• v.19 no.3
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• pp.53-64
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• 2003

Many transmission towers, high-rise buildings and bridges are constructed near steep slopes and are supported by large-diameter piles. These structures may be subjected to large lateral loads, such as violent winds and earthquakes. Widely used types of foundations for these structures are pier foundations, which have large-diameters with high stiffness. The behavior of a pier foundation subjected to lateral loads is similar to that of a short rigid pile because both elements seem to fail by rotation developing passive resistance on opposite faces above and below the rotation point, unlike the behavior of a long flexible pile. This paper describes the results of several numerical studies performed with a three-dimensional finite element method (FEM) of model tests of a laterally loaded short pile located near slopes, respectively. In this paper, the results of model tests of single piles and pile groups subjected to lateral loading, in homogeneous sand with 30$^{\circ}$ slopes and horizontal ground were analyzed by the 3-D FE analyses. The pile was assumed to be linearly elastic. The sand was assumed to have non-associative characteristics, following the MC-DP model. The failure criterion is governed by the Mohr-Coulomb equation and the plastic potential is given by the Drucker-Prager equation. The main purpose of this paper is the validation of the 3-D elasto-plastic FEM by comparisons with the experimental data.

• Journal of the Korean Chemical Society
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• v.47 no.5
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• pp.439-446
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• 2003

Surface-enhanced Raman(SER) spectroscopy was utilized to investigate the adorption orientation of the 4-biphenylcarboxylic acid(BPCA) derivatives, such as 4'-cyano-BPCA(c-BPCA), 4'-mercapto-BPCA(m-BPCA), and 4'-amino-BPCA(a-BPCA), which were adsorbed on Au and Ag colloid monolayers. For the systematic approach, information regarding the adsorption behavior of benzoic acid, biphenyl, and BPCA was applied to the target molecules. From the spectral behaviors of benzene ring, C-H stretching, carboxylate anion, and the other finger printing vibrational modes, it was concluded that only the m-BPCA was adsorbed tilt with thiol group being adsorbed on Au surface, whereas the other molecules were adsorbed flat on both Au and Ag surfaces.

• Proceedings of the Korean Vacuum Society Conference
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• 1998.02a
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• pp.62-62
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• 1998

다이아몬드상 카본은 경도, 열전도 둥이 다이아몬드와 비슷하면서도 박막 성장이 쉬워 다른 재료의 표면보호용 코탱막으로 웅용되고 있다. 최근에 다이아몬드상 카본 박막의 이러한 특성은 전계방출 음극 소자가 이온 충돌, 온도 상승에 의해 마모되는 것을 방지 하는데도 용용되고 있다. 이러한 보호막 기능뿐만 다이아몬드상 카본 박막용 편평한 기 판에 성장시켜 평판 전계방출 음극으로 이용하는 것도 시도되고 었다. 본 연구에서는 이 온빔 스퍼트링 방법으로 다이아몬드상 카본 박막을 성장시켰다. 합성하기 전 챔버의 기 본 압력은 3.2 X 10-7 Torr이었다. 기판으로는 타이타니움 평판, n-타엽의 실리콘 평판, I ITO가 코탱된 유리 평판올 사용하였으며, 중착 전에 기판올 400 V, 15 mA의 알곤 이온 으로 1분간 스퍼트링하여 불순물 막을 제거하였다. 박막 합성시에는 챔버 압력이 3.5 x 1 10-4 To$\pi$가 될 때까지 알곤을 채우고 알곤빔 전류는 30 mA에 고정시키고 빔 에너지를 각각 750, 1000, 1250 eV로 바꾸면서 타켓올 스퍼트랭하였다. 질소를 다이아몬드상 카본 박막애 첨가하면 n-타업 불순물 주입 효과가 있게된다. 질소가 첨가된 박막을 만들기 위 해서는 별도의 이온 총올 사용하여 탄소 타켓 스퍼트령과 동시에 기판에 질소 이온을 입 사시켰다. 만들어진 시료로부터 3 X 10-7 To$\pi$ 진공에서 전류-전압 특성올 조사하였다. 양극으로는 면평한 금속판올 음극 위 150 11m 높이에 셜치하였다. 박막의 물성은 전자 현미경, 오제 전자분광 둥으로 조사하였다. 다이아몬드상 카본 박막을 다른 종류의 편명 한 기판에 합성 조건올 바꾸면서 성장시켜 박악의 특성파 기판이 전계방출에 미치는 영 향을 조사하였다. 합성된 다이아몬드상 카본필름의 전자방출 특성은 기판의 종류와 필름 의 구조 및 필름의 두께에 따라 크게 변화하였다. 이러한 전자방출 거동으로부터 전계 방출 메커니즘을 제시하고자 하였다. 또한, 다이아몬드상 카본 박막으로부터의 전계방출 은 전기장올 인가하는 방법에도 영향을 받는다. 따라서, 본 연구에서는 전기장올 순환 인 가하면서 전계방출 전후의 박막 특성 변화를 조사하여 전계방출 메커니즘올 연구하였다.