• 소음진동
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• 제8권3호
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• pp.467-476
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• 1998

The free vibration analysis and design optimization of the rotating composite cylindrical shells with a rectangular cutout are investigated by theoretical method. The Love's thin shell theory is used to derive the frequency equation. The theoretical results are obtained by application of the energy method employing the Rayleigh-Ritz procedure. The used circumferential vibration modes are trigonometric functions, the axial modes are the beam modal functions chosen to satisfy the prescribed boundary conditions. To check the validity, the theoretical results are compared with experimental, FEM and other theoretical results.

• 지질공학
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• 제19권3호
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• pp.409-415
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• 2009

일반적으로 흙의 투수계수를 예측하기 위하여 Kozeny-Carman 공식이 널리 적용되어왔다. 그러나 Kozeny-Carman 공식은 모래질 흙의 투수계수 예측에는 좋은 결과를 나타내나 점성토와 같은 세립토에는 적합하지 않다. 따라서 본 논문에서는 Kozeny-Carman 공식을 고려하여 점성토의 투수계수를 예측할 수 있는 이론식을 제시하였다. 이론식을 위해 해안가의 점성토와 댐의 심벽재로 사용하는 다짐 점성토의 토질특성에 대해 조사 분석하였다. 연구 결과, 토질특성과 투수계수 사이의 주요 관계 요소로, 해안가 점성토는 점토함유율, 다짐 점성토는 #200통과율과 관계가 있는 것으로 나타났다.

• 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.

• 한국해양공학회지
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• 제15권4호
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• pp.14-19
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• 2001

In this paper, the wave and current forces acting on cylinders are investigated by theoretical and experimental methods. The models used are one-cylinder, four-cylinder and semi-submersible types. The theoretical investigations are carried out by the Morison equation and three dimensional source distribution method to calculate exciting forces in waves with and without currents. The experimental investigations are carried out in the wave tank which can generate currents in both directions. In these tests, the models have been exposed to the regular waves with and without currents. It is shown that the exciting forces acting on the one-cylinder or four-cylinders can be approximately estimated by the Morison equation and also by the diffraction theory. However, the Morison equation seems to be not appropriate to estimate the exciting forces on the present type of semi-submersible.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2007년도 추계학술대회논문집
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• pp.332-335
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• 2007

This paper presents a theoretical approach to describe the vibration characteristics of a piezoelectric shell transducer. Governing equations for the motion of the piezoelectric shell are classified and simplified according to the boundary conditions. Applied mechanical and electrical boundary conditions have yielded each characteristic equation for circumferential, longitudinal, and radial motions of the piezoelectric shell transducer. Theoretical calculations of the resonance frequencies have been compared with the results obtained by the experiment and have shown a good agreement.

• 대한수학회보
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• 제53권6호
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• pp.1725-1739
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• 2016

Abstract. Numerical solutions for the evolutionary space fractional order differential equations are considered. A predictor corrector method is applied in order to obtain numerical solutions for the equation without solving nonlinear systems iteratively at every time step. Theoretical error estimates are performed and computational results are given to show the theoretical results.

• 대한토목학회논문집
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• 제2권1호
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• pp.45-52
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• 1982

점토지반(粘土地盤)속에 설치(設置)된 줄말뚝에 작용(作用)하는 측방토압(側方土壓)의 산정이론식(算定理論式)이 제안(提案)되고, 말뚝 및 지반(地盤)에 관한 조건(條件)을 여러가지로 변화(變化)시킨 일련(一連)의 모형실험(模型實驗)을 통하여 본(本) 이론식(理論式)의 신뢰성(信賴性)이 검토(檢討)된다. 실험결과(實驗結果), 말뚝주변지반(周邊地盤)의 소성상태(塑性狀態)에 대한 가정(假定)의 타당성(妥當性) 및 제안식(提案式)에 의한 이론치(理論値)가 가지는 의미(意味)가 명백(明白)하게 설명(說明)될 수 있다. 그리고, 실험치(實驗値)와 이론치(理論値)의 비교결과(比較結果), 점토(粘土)의 강도(强度) 및 말뚝의 직경(直徑)과 설치간격(設置間隔)을 여러가지로 변화(變化)시켜도 양자(兩者)는 매우 잘 일치(一致)하고 있다. 결국, 말뚝주변지반(周邊地盤)만이 소성상태(塑性狀態)로 되려고 하는 경우의 줄말뚝에 작용(作用)하는 측방토압(側方土壓)은 본산정이론식(本算定理論式)에 의하여 예측(豫測)될 수 있다고 결론(結論)지어진다.

• 한국지반공학회논문집
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• 제20권3호
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• pp.13-22
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• 2004

줄말뚝이 설치된 지반에서 지반의 측방변형에 의한 지반아칭발생시 말뚝주변지반의 파괴는 지반아칭영역중 외부아 치의 정상부에서 정상파괴가 발생될 때부터 시작하여 말뚝전면의 패기부에서 캡파괴가 발생될 때까지 진행된다. 따라서, 측방변형지반속 줄말뚝에 작용하는 측방토압은 정상파괴와 캡파괴 모두의 경우를 검토할 필요가 있다. 정상파괴시의 측방토압 산정식은 원주공동확장이론을 적용하여 제안할 수 있다. 이 제안식을 검토한 결과 말뚝에 작용하는 측방토압은 주변지반의 내부마찰각, 점착력 및 수평토압과 말뚝직경 및 말뚝설치간격에 큰 영향을 받고 있음을 알 수 있다. 그리고, 캡파괴에 의한 측방토압과 정상파괴에 의한 측방토압의 이론식을 이용하여 줄말뚝에 작용하는 측방토압 범위를 정의할 수 있다. 또한, 본 논문에서는 캡파괴와 정상파괴시 측방토압의 이론치과 모형실험으로부터 구한 실험치를 비교 검토하였다. 모형실험에서 얻은 캡파괴와 정상파괴의 실험치는 제안된 각 이론의 이론치와 잘 일치하고 있으므로, 제안된 이론식의 합리성을 확인할 수 있다.

• Geomechanics and Engineering
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• 제11권6호
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• pp.879-896
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• 2016

A new earth pressure equation considering the arching effect in $c-{\phi}$ soils was proposed for the accurate calculation of earth pressure on circular vertical shafts. The arching effect and the subsequent load recovery phenomenon occurring due to multi-step excavation were quantitatively investigated through laboratory tests. The new earth pressure equation was verified by comparing the test results with the earth pressures predicted by new equation in various soil conditions. Resulting from testing by using multi-step excavation, the arching effect and load recovery were clearly observed. The test results in $c-{\phi}$ soil showed that even a small amount of cohesion can cause the earth pressure to decrease significantly. Therefore, predicting earth pressure without considering such cohesion can lead to overestimation of earth pressure. The test results in various ground conditions demonstrated that the newly proposed equation, which enables consideration of cohesion as appropriate, is the most reliable equation for predicting earth pressure in both ${\phi}$ soil and $c-{\phi}$ soil. The comparison of the theoretical equations with the field data measured on a real construction site also highlighted the best-fitness of the theoretical equation in predicting earth pressure.

• 한국지반공학회논문집
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• 제21권3호
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• pp.55-63
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• 2005

본 연구는 모형실험을 통하여 지중응력 분포상태를 기존의 Boussinesque, Westergaard, K$\"{o}$ogler, Newmark의 이론식값과 Model Test에 의한 실험값을 비교 검토하였다. 본 모형실험 결과 깊이별 재하하중에 의한 지중응력의 변화는 Westergaard이론과 가장 유사하게 나타났으며, 패하하중의 증가에 따라 지중응력은 거의 직선적으로 증가하는 경향을 보였고, 이론식과 비교하면 깊이 15cm 까지는 크게 나타났으나 그 이하의 깊이에서는 이론식 보다 작아지는 경향이 나타났다. 재하하중(${\sigma}r$)과 지중응력$\Delta\sigma$)의 상관관계식은 $\Delta\sigma\;=\; 0.009\cdot{\sigma}r-0.1$(깊이 60cm)로 나타났다.