• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.295-302
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• 2002

Shear strength of the rock joint is dependent on the roughness and the compressive strength of the joint surface, normal stress and etc. Roughness of the joint profile is described by JRC suggested by Barton and Choubey (1977). Choice of the JRC value is subjective. A number of studies have been carried out to quantify the JRC. Predicted shear strengths by Barton's Equation using the new quantification method of JRC suggested by Chun and Kim (2001) were compared results of shear tests and new criteria of shear strength which have a better accuracy to predict shear strength was suggested.

• 터널과지하공간
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• 제20권3호
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• pp.153-168
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• 2010

단일시험편의 일축압축시험에서 평면이방성 암석의 5개의 독립적 탄성상수를 얻기 위하여 제 5의 수식이 반드시 필요하다. Saint-Venant에 의하여 제안된 근사식은 오랫동안 전통적으로 사용되어 왔지만 시험편의 특성에 따라 문제를 해결하지 못하는 경우가 있다. 지난 일련의 연구에서 이 식을 대체할 수 있는 3개의 수식이 제안되었으며, 모델연구를 통하여 이들은 적용가능한 수식으로 밝혀졌다. Saint-Venant 근사식은 제안된 식들 가운데 첫째식과 같은 것으로 밝혀졌는데, 이로서 겉보기 탄성계수는 이방성각도에 따른 단조증가함수라는 특성이 있다. 본 연구에서는 단일시험편에 대한 일축압축시험을 수행하여 얻어진 4개의 독립적 변형률로부터 탄성상수를 구하는 자세한 방법이 언급되었으며, 제안된 수식의 필요성과 적합성이 검토되었다. 이방성각도가 중간 또는 큰 크기일 때에는 Saint-Venant 근사식의 적용으로 참값에 가까운 탄성상수를 결정할 수 있기 때문에 다른 수식의 제안은 필요하지 않다. 그럼에도 불구하고 제안된 식들은 이와 비슷한 결과를 유도하므로 적용가능하다고 판단된다. 이방성각도가 작은 경우에는 Saint-Venant 근사식으로 일반적인 여러 구속조건을 만족시키는 값을 얻지 못하는 반면에, 제안된 식들은 참값에 가까운 결과를 유도할 수 있었다. 따라서 보다 더 적합한 수식이 알려지기 전에는 이들 식을 적용하는 것을 제안한다. 모델연구에서 얻어진 지침도를 활용하면, 3개의 수식 가운데 가장 적합한 수식을 결정할 수 있다.

• 한국입자에어로졸학회지
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• 제19권4호
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• pp.145-154
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• 2023

Granular bed filters are widely used to remove particulate matter in flue gas and are filled with various shapes of packing material. The packing material plays an important role in determining the overall collection performance, such as pressure drop and collection efficiency. The pressure drop of a granular bed filter has been calculated using the Ergun equation, while the collection efficiency has been predicted using the log-penetration equation based on the single sphere theory. However, a prediction equation of collection efficiency for a granular bed filter filled with non-spherical packing materials has not been suggested yet. Therefore, in this study, three different shapes of packing materials (sphere, cylinder, and irregular) were prepared to propose a prediction equation. The pressure drop and collection efficiency in a granular bed filter filled with each shape of packing material were measured experimentally and compared with theoretically predicted values. We found that experimentally measured pressure drops matched well with values theoretically predicted using the Ergun equation considering the shape factor. However, experimental collection efficiencies were higher than theoretical ones predicted by the log-penetration equation using the single sphere theory. We modified the log-penetration equation by employing a shape factor and found a good relationship between experimental and theoretical collection efficiencies.

• Steel and Composite Structures
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• 제26권4호
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• pp.453-461
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• 2018

In this paper, nonlinear vibrations of the unsymmetrical laminated composite beam (LCB) on a nonlinear elastic foundation are studied. The governing equation of the problem is derived by using Galerkin method. Two different end conditions are considered: the simple-simple and the clamped-clamped one. The Hamiltonian Approach (HA) method is adopted and applied for solving of the equation of motion. The advantage of the suggested method is that it does not need any linearization of the problem and the obtained approximate solution has a high accuracy. The method is used for frequency calculation. The frequency of the nonlinear system is compared with the frequency of the linear system. The influence of the parameters of the foundation nonlinearity on the frequency of vibration is considered. The differential equation of vibration is solved also numerically. The analytical and numerical results are compared and is concluded that the difference is negligible. In the paper the new method for error estimation of the analytical solution in comparison to the exact one is developed. The method is based on comparison of the calculation energy and the exact energy of the system. For certain numerical data the accuracy of the approximate frequency of vibration is determined by applying of the suggested method of error estimation. Finally, it has been indicated that the proposed Hamiltonian Approach gives enough accurate result.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2002년도 학술대회지
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• pp.755-758
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• 2002

The physical phenomena of rectangular open cavity are numerically investigated in this paper Two-dimensional cavity problems with laminar boundary layers in upstream are simulated by using the compressible Wavier-Stokes equations. The high-order and high-resolution numerical schemes are used for the evaluation of spatial derivatives and the time integration. Cross-correlation is used to analyze the characteristics of wave propagation along time and spatial. Sudden phase shifting of 90 degrees is appeared near downstream edge, and this is coincident with the phase lag suggested in original Rossiter's equation. The results give a further understanding of the physical phenomenon of noise generation, and the resonance of flow and acoustic in cavity. Moreover, modified Rossiter's equation, which is more accurate and can be applied in various conditions, is suggested. The distance from the point of vortex generation to the point of vortex collapsing acts as effective distance of cavity resonance, and the phase difference between the point of vortex collapsing and the point of acoustic source acts as phase lag. The mechanism of acoustic generation is fully understood in this paper. The mechanism of acoustic generation is fully understood in this paper.

• 한국수자원학회논문집
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• 제50권2호
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• pp.129-138
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• 2017

대심도 저류 및 배수터널은 기 개발된 도시의 부족한 배수관망 능력을 보강하기 위하여 지하에 설치하는 대규모 도시홍수 배제 시설물로 원활한 홍수 유입을 위해 적정한 규모의 수직유입구가 요구되어진다. 접선형 수직유입구 설계 시 유입구의 능력을 평가하는 중요인자로 Yu and Lee(2009)가 지배유량개념을 소개하였는데, 본 연구에서는 서울시에 설치하고자 하는 신월빗물저류배수시설의 수직유입구 3개소를 대상으로 수리모형실험을 실시하고 제안된 지배유량 개념의 적정성을 평가하였다. 지배유량 이론식($Q_{cp}$)을 이용하여 실제 측정된 지배유량($Q_{cm}$)과 비교 분석하였는데, 그 결과 이론식 대비 66~69%로 이론식이 지배유량을 과대 산정하는 것으로 평가되었다. 지배유량 이론식의 과대산정 원인을 분석하기 위하여 Yu and Lee (2009)가 사용한 자료들과 본 연구에서 측정된 자료들을 활용하여 지배유량비($Q_{cm}/Q_{cp}$)를 3가지 영역으로 분류하고 각 인자에 대한 민감도 분석을 실시하였다. Yu and Lee (2009)가 제안한 지배유량식은 접선형 수직유입구 설계인자인 B, z, ${\beta}$, e/B에 대한 영향만 고려하였으나 ${\theta}$, L과 연계된 변수들로 복합적으로 고려하는 식의 개선이 필요한 것으로 판단된다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2003년도 춘계학술대회논문집
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• pp.355-358
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• 2003

Recently, micro forming process technology have been developed since the size of machine parts become the crucial factor for minimizing of products in general electronic products. Most small machine parts consist of gear and rotation axis and the wear by mechanical contact is known as the primary factor for life reduction of high precision machine part. Lots of studies for mechanical wear and friction have been reported and many researches of MEMS technology have been studied recently. But just few studies for wear of micro or milli sized machine part have teen implemented. In this research, the wear equation is suggested according to the contact shape of axial part in micro or milli sized machine part. And wear analysis model which can predict the magnitude of wear through this suggested equation with numerical analysis program.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1991년도 하계학술대회 논문집
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• pp.55-59
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• 1991

This paper deals with the control stratege for the constant voltage, constant frequency(CVCF) generation of doubly-fed induction generator. As an induction machine is a nonlinear and multivariable machine, so, the control system is needed a very sophiticated control processes to meet a CVCF condition. In this paper, control system is constructed and tested using the suggested exitation equation. The test results show that the suggested equation and control system are very useful strategy for the CVCF control of induction generator.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.1073-1080
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• 2010

In this paper, the centrifuge model tests were conducted for the sake of measuring three dimensional arching earth pressure while two step excavation of the vertical shaft. The results of the centrifuge model tests were compared to newly suggested arching earth pressure equation proposed by Kim et al(2009) and two dimension earth pressure(Rankine). As the results, Measured arching earth pressure revealed about 35 percentages of two dimension earth pressure(Rankine) and almost same as that of newly suggested arching earth pressure equation.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.251-254
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• 2005

This study will have to define the shear strengthening effects of steel fiber in beam and column levels, as well as to suggest estimation method of maximum shear capacity of structural members. From review of literature surveys and perform structural member test results, following conclusion can be made; In beam level, steel fiber strengthening factor is suggested from the tensile splitting test results and beam test results. After suggesting shear capacity of beam without stirrups and beam with stirrups by proposed steel fiber strengthening factor, proposed equation is possible to evaluate the shear capacity of beam. In column level, with column test results and proposed steel fiber strengthening factor, shear capacity equation of steel fiber reinforced concrete in column is suggested.