• Tunnel and Underground Space
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• v.20 no.4
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• pp.267-276
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• 2010

In modern rock engineering practice, fully grouted rock bolting is actively employed as a major supporting system, so that understanding the behavior of fully grouted rock bolts is essential for the precise design of rock bolting. Despite its importance, the supporting mechanism of rock bolts has not been fully understood yet. Since most of existing analytical models for rock bolts were developed by drastically simplifying their boundary conditions, they are not suitable for the bolts of in-situ condition. In this study, 3-D elastic FE analysis of fully grouted rock bolts has been conducted to provide insight into the supporting mechanism of the bolt. The distribution of shear and axial stresses along the bolt are investigated with the consideration of different boundary conditions including three different displacement boundary conditions at the bolt head, the presence of intersecting rock joints, and the variation of elastic modulus of adjacent rock. The numerical result reveals that installation of the faceplate at the bolt head plays an important role in mobilizing the supporting action and enhancing the supporting capabilities of the fully grouted rock bolts.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.33 no.3
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• pp.93-100
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• 2021

Since the IB (Immersed Boundary) method, which can perform coupling analysis with objects and fluids having an impermeable boundary of arbitrary shape on a fixed grid system, has been developed, the IB method in various CFD models is increasing. The representative IB methods are the directing-forcing method and the ghost cell method. The directing-forcing type method numerically satisfies the boundary condition from the fluid force calculated at the boundary surface of the structure, and the ghost-cell type method is a computational method that satisfies the boundary condition through interpolation by placing a virtual cell inside the obstacle. These IB methods have a disadvantage in that the computational algorithm is complex. In this study, the simplified immersed boundary (SIB) method enables the analysis of temporary structures on a fixed grid system and is easy to expand to three proposed dimensions. The SIB method proposed in this study is based on a one-field model for immiscible two-phase fluid that assumes that the density function of each phase moves with the center of local mass. In addition, the volume-weighted average method using the density function of the solid was applied to handle moving solid structures, and the CIP method was applied to the advection calculation to prevent numerical diffusion. To examine the analysis performance of the proposed SIB method, a numerical simulation was performed on an object falling to the free water surface. The numerical analysis result reproduced the object falling to the free water surface well.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1994.10a
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• pp.111-115
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• 1994

본 연구에서는 보강 되지 않은 사각단면 박스 구조물, 보강된 사각 단면 박스 구조물, 그리고 보강된 요철형 단면 박스 구좀ㄹ에 대하여 양단 고정(clamped-clamped)과 일단 고정 타단 자유(clamped-free)의 경계 조건에 대해 실험적 진동 해석을 수행 하였으며, 유한요소 code인 ANSYS를 이용하여 유한 요소 해석을 수행하였다. 또한 유한 요소 해석과 실험을 통하여 신뢰성이 검증된 요소를 각 박스 구조물에 적용하여 각 경우에 대한 응력해석을 유한요소법을 이용하여 수행하였다. 또한 각각의 경우에 보강재의 개수 및 단면 형상 변화, 그리고 두께 변화가 진동과 응력에 미치는 민감도를 연구하였다.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.33 no.9
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• pp.56-65
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• 2005

A dynamic analysis method that freezes a time domain by discretization and solves the spatial propagation equation has a unique feature that provides a degree of freedom on spatial domain compared with the space discretization or space-time discretization finite element method. Using this feature, the time finite element analysis can be effectively applied to optimize the spatial characteristics of distributed type actuators. In this research, the time domain finite element method was used to discretize the model. A state variable vector was used in the discretization to include arbitrary initial conditions. A performance index was proposed on spatial domain to consider both potential and vibrational energy, so that the resulting shape of the distributed actuator was optimized for dynamic control of the structure. It is assumed that the structure satisfies the final rest condition using the realizable control scheme although the initial disturbance can affect the system response. Both equations on states and costates were derived based on the selected performance index and structural model. Ricatti matrix differential equations on state and costate variables were derived by the reconfiguration of the sub-matrices and application of time/space boundary conditions, and finally optimal actuator distribution was obtained. Numerical simulation results validated the proposed actuator shape optimization scheme.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.3
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• pp.84-92
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• 2014

In this study, vibrational tendon tension measurement methods are applied to estimate tension of external tendons used in segmental post-tensioned bridges. The acceleration of various length type of tendons is measured and natural frequencies are obtained using FFT (Fast Fourier Transform). The obtained natural frequencies are within 1% error regardless of sensor direction and location. On the basis of natural frequency of tendon, estimation of the tendon tension is performed by using many types of solutions such as string theory equation, multi mode estimation, practical formula estimation and stiff string with clamped-clamped boundary conditions. The results are compared with each other and have shown that the flexural stiffness is not negligible in tendons of this type causing the vibration mode to be inharmonically related. The results have shown that the method using stiff string equation with clamped-clamped boundary conditions is more accurate than the other methods. Application example of in-service bridges has shown that force distribution effects from friction at deviation blocks can be effectively detected.

• Journal of the Korean Vacuum Society
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• v.14 no.1
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• pp.7-16
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• 2005

Oil-Hydraulic pump consisting of swing twin-cylinder becomes to be used as a next generation of low vacuum pump. However, there is no enough flow-analysis for design improvement. It is essential to develope a numerical method for flow-analysis before manufacturing, in economic sense. Using a commercial code (Fluent), developed for flow-analysis, useful informations for design of pump were provided. Two-dimensional analysis has been performed to investigate the flow parameters such as pressure and velocity distributions between the swing twin-cylinder and the fixed cylinder. This numerical method will be used to design a better performance of pump consisting of swing twin-cylinder.

• Proceedings of the Korea Water Resources Association Conference
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• 2010.05a
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• pp.1011-1015
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• 2010

하천의 이용과 관리적 측면에서 가장 빈번하게 발생하는 하도의 직선화, 홍수량의 변화, 하상굴착, 하폭의 확대 축소 및 횡단구조물 등은 중규모 스케일의 하천지형을 인위적으로 교란시키는 대표적인 사례이다. 따라서, 이러한 인위적 교란은 하천생태계의 기반인 하천의 물리적 구조를 크게 변화시키므로 하도지형의 응답방향을 규명할 필요가 있다. 하천 유역의 지형은 여러 가지 스케일의 지형단위가 조직화되어 있는 것이므로 대(大) 중(中) 소(小)의 3가지 스케일 지형단위로서 계(系, system)를 계층화하고, 작은 계층의 계(系)에서는 큰 계층의 계(系)를 고정적인 경계조건으로 하여, 그 내부의 여러 가지 특징이나 변화를 규정하는 주요 인자를 이용하여 분석해야 한다. 또한 대(大) 스케일은 유역스케일의 지형스케일이며, 하도의 수계망이나 하도종단형 형상 등이다. 중(中) 스케일은 segment에서 reach 스케일의 지형이며 사행형상, 하천 폭 등이다. 소(小)스케일은 수심의 10배 정도이하의 지형스케일이며, 소규모 하상파 등의 미지형(微地形)이다. 따라서, 본 연구에서는 남강과 황강을 대상하천으로 유량 조절과 유사공급이 차단되는 댐하류 및 골재채취와 같은 인위적 교란요인에 의한 중규모(segment scale) 하도지형의 변화와 응답방향을 조사, 분석하였다. 연구결과 유량 및 유사공급량의 변동의 크기에 따라 전체적인 하상저하와 더불어 사주와 소가 소멸되면서 여울과 소가 사라지는 현상이 동조하는 것으로 분석되었으며, 하상의 평탄화에 의하여 저수로의 폭이 넓어져 복열사주가 발달하면서 수심 및 유속의 다양성이 감소되는 것으로 분석되었다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.15 no.1
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• pp.189-195
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• 2002

This paper deals with the free vibration of horizontally curved beams with transition currie. Based on the dynamic equilibrium equations of a curved beam element subjected to the stress resultants and inertia forces, the governing differential equations are derived for the out-of-plane vibration of curved beam with variable curvature. These equations are applied to the beam having transition curve in which the clothiod curve is chosen in this study. The differential equations are solved by the numerical methods lot calculating the natural frequencies and mode shapes. For verifying theories developed herein, the frequency parameters obtained from this studs and ADINA are compared with each other. As the numerical results, the various parametric studies effecting on natural frequencies are investigated and those results are presented in tables and figures.

• Journal of Dental Rehabilitation and Applied Science
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• v.26 no.2
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• pp.121-143
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• 2010

To investigate the effect of implant types and bone resorption on the fracture characteristics. 4 types of Osstem$^{(R)}$Implant were chosen and classified into external parallel, internal parallel, external taper, internal taper groups. Finite elements analysis was conducted with ANSYS Multi Physics software. Fatigue fracture test was performed by connecting the mold to the dynamic load fatigue testing machine with maximum load of 600N and minimum load of 60N. The entire fatigue test was performed with frequency of 14Hz and fractured specimens were observed with Hitachi S-3000 H scanning electron microscope. The results were as follows: 1. In the fatigue test of 2 mm exposed implants group, Tapered type and external connected type had higher fatigue life. 2. In the fatigue test of 4 mm exposed implants group, Parallel type and external connected types had higher fatigue life. 3. The fracture patterns of all 4 mm exposed implant system appeared transversely near the dead space of the fixture. With a exposing level of 2 mm, all internally connected implant systems were fractured transversely at the platform of fixture facing the abutment. but externally connected ones were fractured at the fillet of abutment body and hexa of fixture or near the dead space of the fixture. 4. Many fatigue striations were observed near the crack initiation and propagation sites. The cleavage with facet or dimple fractures appeared at the final fracture sites. 5. Effective stress of buccal site with compressive stress is higher than that of lingual site with tensile stress, and effective stress acting on the fixture is higher than that of the abutment screw. Also, maximum effective stress acting on the parallel type fixtures is higher. It is careful to use the internal type implant system in posterior area.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.379-379
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• 2015

최근 몇 년간 기록적인 집중호우와 태풍으로 인해 홍수피해가 점점 증가하고 있다. 국내 대부분의 하천은 고수부지 또는 제방으로 정비되어있다. 국지적으로 발생되는 집중호우는 수위를 급격하게 증가시켜 하천의 고수부지 또는 제방범람을 야기한다. 집중호우로 인한 흐름이 고수부지 또는 제방을 지나면 흐름양상은 매우 복잡하게 변화한다. 그러나 급격히 증가하는 흐름에 의해 하천의 제방, 옹벽 또는 계단지형으로 형성된 고수부지 등을 지나는 흐름특성을 분석하는 것은 매우 어렵고 이러한 불연속 단면을 고려하여 예측하기는 불가능하다. 이와 같이 급변하는 흐름이 계단형 구조물을 지날 때 잠김/드러남 특성을 조사하기위해 수리 실험을 실시하였다. 수리실험은 길이 6 m, 폭 0.4 m로 제작된 직선수로에서 수행되었다. 급격히 증가하는 댐 붕괴 흐름을 재현하기위해 수로중간에 게이트를 설치하고 상류에 물을 채운 후 빠른 속도로 게이트를 개방하였다. 하류에는 수로를 따라 계단형 구조물을 설치하고 하류경계는 물이 빠져나갈 수 있게 하였다. 하류 초기수위는 첫 번째 계단보다 약간 낮게 설정하였다. 계단형 구조물과 그 주변에 파고계를 설치하여 시간에 따른 수위변화를 측정하였다. 다양한 수리조건을 적용하여 수리실험을 수행하였고 측정된 데이터를 이용하여 급변한 비정상흐름이 계단형 구조물을 지날 때 잠김/드러남 특성을 분석하였다. 차후 이 실험 결과는 하천의 제방 및 계단지형을 고려할 수 있는 고정확도 수치모형을 개발하는 검증자료로 유용하게 사용될 수 있을 것이다.