• 대한조선학회지
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• 제12권1호
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• pp.77-82
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• 1975

An analytical formulation of obtaining propeller sections for a given vortex system of radial and chordwise distribution is given as an indirect problem of tracing the propeller surface. The formulation satisfies the boundary condition of potential flow exactly rather than previous approximate use of induced streamline curvatures at the zero camber line.

• 마이크로전자및패키징학회지
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• 제11권3호
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• pp.77-82
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• 2004

본 연구에서는 고유전율(K100) 및 저유전율(K7.8) LTCC(Low Temperature Co-fired Ceramics) 그린 시트를 이종 LTCC 기판으로 동시 소성하는 경우, 고유전율 LTCC 내의 유리 분말 함유량에 따라 발생하는 수축 거동 변화가 이종 LTCC기판의 휨 특성에 미치는 영향에 대하여 평가하였다. 유리 분말 함유량의 증가에 따른 고유전율 LTCC 그린시트의 수축률 및 유전 특성을 측정하였으며, 고유전율/저유전율 비대칭형 적층체의 소결 거동을 고온 현미경을 이용하여 실시간으로 측정하였다. $50\%$ 유리가 첨가된 K100 조성의 경우 수축 개시 온도 및 수축 구간의 범위 , 최종 수축률이 K7.8 조성과 유사하였으며, 동시 소성 시 가장 우수한 휨 특성을 나타내었다.

• 대한조선학회논문집
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• 제35권2호
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• pp.8-19
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• 1998

본 논문에서는 자유수면하에서 이동하는 2차원 수중익 주위의 비선형 유동문제를 포텐셜 이론을 바탕으로 특이점 분포법을 도입하여 해석한 결과이다. Hess & Smith[12]의 방법에 따라 수중익의 표면에 소오스와 보텍스패널을 분포하고, 비선형해를 구하기 위해서 자유수면 위 일정 거리에 랜킨소오스패널(Rankine Source Panel)을 분포하는 수치기법(Raised Panel Method)을 사용하였다. Neumann-Kelvin 선형해로부터 반복계산법을 통해 비선형 자유수면 조건을 엄밀히 만족하는 비선형해를 구하였다. 수치계산결과에서 비선형해가 Duncan[11]의 실험결과(NACA0012, 입사각$(\alpha)= 5^{\circ}$)와 비교적 잘 일치함을 보였으며 수치계산결과의 타당성을 검증할 수 있었다. 잠수깊이가 얕은 경우와 고속 영역에서도 수렴된 해를 구할 수 있었으며, 고속으로 갈수록 비선형해와 선형해의 차이는 미미함을 볼 수 있었다. 수중익의 두께 및 캠버(camber)등 기본적인 단면변화와 속도변화에 대한 수중익의 유체역학적 특징을 살펴보았다.

• 한국농공학회지
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• 제28권3호
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• pp.89-98
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• 1986

This study was carried out for the settlement and camber of earth dam by the changes of the density. The testing material was taken five kinds of Soil used as banking material and it was compacted by 100, 95, 90, 85 and 80% compaction degree. The results of the settlement of earth dam whose height ranges from 10m to 50m are as follows. 1.The more the fine particle (n) increases, the higher the liquid limit (WL) and the lower the dry density (rd) becomes as follows; rd=2. 22-0. 0052n (gr/cm$_3$) rd=2. 394-0. 0164WL rd=2. 185-(5. 8n-2. 5WL)X10-$_3$ 2. The higher the optimum moisture content (Wo) becomes, the lower the density becomes as follows; rt,=2. 68-0. 028Wo rd=2. 578-0. 04Wo 3. 3.Most of the consolidation occurs immediately by loading and the more the fine particle increases, the lower the coefficient of consolidation becomes. 4.The more the fine particle increases and lower the compaction degree (D) becomes,the lower the pre-consolidation load (Pc) becomes but on the contrary the compression index (Cc) becomes higher. Those equation is as follows. Pc=3. 32-(4. 3n-3. 0D) X10-2 (kg/cm$^2$) Cc=0. 41+(1. 33n-4. 44D) X10-$^3$ 5.The more the consolidation load (P) increases, the lower the coefficient of volume change (mv) becomes with mv=ap-b, the higher the consolidation ratio (u) becomes with U= (0. 6~1. 35)PO.4 6.The more the fine particle (n) increases, the more the settlement of dam occurs with U=anb and 60-80% of the settlement occurs under construction. 7.The camber of dam has higher value in condition that has more fine particle, poorer compaction and higher height of dam. In the dam construction about twice value of table 7 is required for dam safety.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2006년도 정기 학술대회 논문집
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• pp.283-290
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• 2006

Cable-stayed bridge is a bridge that consists of one or more pylons, with cables supporting the deck. Cable-stayed bridges have come into wide use recently because of their economy, stability, and excellent appearance. It is possible to achieve a uniform moment distribution in the stiffening girders mainly by prestressing the cables, which leads to a more economical design in material and weight than other types of bridges. However, to achieve a more uniform moment distribution is vague objective, so it cannot be easily defined as the optimization problem. In other words, the minimization of cost or weight as the objective is not directly related to the optimization of cable prestressing. Therefore, it has been considered as one of the most important, difficult and also interesting topics among many researchers and bridge engineers to determine the optimal tensioning strategy how to apply prestressing forces of the cables of cable-stayed bridge. A number of approaches (Wang et al. 1993, $Negr\~{a}o\;and\;Sim\~{o}es$ 1997, Agrawal 1997, Janjic et al. 2003) to determine the optimal cable tensions have been proposed in the literature. Among these approaches the unit load method (Janjic et al. 2003) is considered in this paper because it can take into account the actual construction process while other approaches are based on the configuration of the final structure only. In this paper, '2-step approach' based on the unit load method is proposed to find the optimal tensioning strategy especially for the atypical asymmetric bridge under construction, which has continuous deck supported by one pylon and stay cables. Some numerical results will be given to show the validity of the new approach suggested in this paper.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.1311-1320
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• 2000

In this study, shape memory alloy(SMA) wires and piezoceramic actuators(PZT's) are employed in order to generate higher modes on the beam deformations. Compressive force is generated and applied to the beam by the pre-strained SMA wires attached at both ends of the beam. PZT's apply concentrated moments to several locations on the beam. Combinations of the compressive force and concentrated moments are investigated in order to understand the higher-mode deformation of beams. The first desired mode shape is obtained by controlling the temperature of the SMA wires. The first and third mode shapes are performed experimentally by heating SMA wires up to phase transformation temperature. The adaptive wing is defined as a wing whose shape parameters such as the camber, wing twist and thickness can be varied in order to change the wing shape for various flight conditions. In this research, control of the camber has been studied. The wing model consists of three plates and many ribs. Two of the plates are placed parallel to each other and they are clamped at one edge. Third plate connects the other edges of the parallel plates together. Each rib is made of SMA wire and connected to the parallel plates. It generates concentrated force and applies to the plates in oblique directions. The PZT's are bonded onto the plates and exert concentrated moments upon the plate at several locations. The object of this research is to generate various shape of wing by combining the concentrated forces and moments.

• 대한기계학회논문집B
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• 제26권3호
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• pp.432-438
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• 2002

In order to design and analyze the performance of an axial-flow pump it is necessary to know the flow deviation, deflection angle and pressure loss coefficient as a function of the angle of incidence for the hydrofoil section in use. Because such functions are unique to the particular section, however, general correlation formulae are not available for the multitude of hydrofoil profiles, and such functions must be generated by either experiment or numerical simulation for the given or selected hydrofoil section. The purpose of present study is to generate design correlations for hydrofoils with double circular arc (DCA) camber by numerical analysis using a commercial code, FLUENT. The cascade configuration is determined by a combination of the inlet blade angle, blade thickness, camber angle, and cascade solidity, and a total of 90 cascade configurations are analyzed in this study. The inlet Reynolds number based on the chord and the inlet absolute velocity is fixed at 5${\times}$10$\^$5/. Design correlations are formulated, based on the data at the incidence angle of minimum total pressure loss. The correlations obtained in this way show good agreement with the experiment data collected at NASA with DCA hydrofoils.

• 한국농공학회지
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• 제31권1호
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• pp.82-95
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• 1989

This study was carried out for the stability analysis of earth dam by the variation of compaction density. The test samples were taken from five kinds of soil used for banking material and the degree of compaction for this samples were chosen 100, 95, 90, 85, and 80 percent. The stability problems were analysed by the settlement and camber( extra banking) of dam, strength parameter and dam slope, and coefficient of permeability and seapage flow through dam body. The results of the stability analysis of earth dam are as follows. 1. The more the fine particle increases and lower the compaction degree becomes, the lower the preconsolidation load becomes but the compression index becomes higher. 2. Sixty to eighty percent of settlement of dam occurs during the construction period and the settlement ratio after completion of dam is inversly proportional to the degree of compaction. 3. The camber of dam has heigher value in condition that it has more fine particle(N) and heigher dam height(H) with the relation of H= e(aN-bH-e). 4. The cohesion(C) decreases in proportion to compaction degree(D) and fine particle(N) with the relation of C= aD+ bN-c, but the internal friction angle is almost constant regardless of change of degree of compaction. 5. In fine soil, strength parameter from triaxial compression test is smaller than that from direct shear test but, they are almost same in coarse soil regardless of the test method. 6. The safety factor of the dam slope generally decreases in proportion to cohesion and degree of compaction but, in case of coarse soil, it is less related to the degree of compaction and is mainly afected by internal friction angle. 7. Soil permeability(K) decreases by the increases of the degree of compaction and fine particle with relation of K=e(a-bl)-cN) 8. The more compaction thickness is, the less vertical permeability (Kv) is but the more h6rzontal permeability (KH) is, and ratio of Kv versus KH is largest in range from 85 to 90 percent of degree of corn paction. 9. With the compaction more than 85 percent and coefficient of permeability less than ${\alpha}$X 10-$^3$cm/sec, the earth dam is generally safe from the piping action.

• 한국구조물진단유지관리공학회 논문집
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• 제11권5호
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• pp.197-211
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• 2007

노후화된 PSC Beam 교량은 개선된 보강방안이 필요하다. 본 연구에서는 성능저하가 발생된 노후 PSC Beam 교량을 대상으로 PSC Beam 교량의 보강형을 폐단면 박스형태로 변환하여 이차합성 구조화함으로써, PSC Beam 교량의 강성을 안정적으로 증가시킬 수 있는 박스형 보강방안을 제안하였다. 제안된 보강방안과 기존의 외부프리스트레스 도입공법을 결합하여 보강할 경우, 보강효과를 정량적으로 규명하기 위해 시공단계해석에 따른 시간 의존적 정밀해석을 수행하였다. 성능개선을 위해 제안된 박스형 보강방안 적용 시 보강방법에 따라 전단면 및 휨 보강과 같은 다양한 형태의 보강방안을 제시한 후, 각각의 보강방안에 대해 이차합성 효과에 따른 상향캠버 및 부재응력 특성을 평가하였다. 또한 내하력 평가를 수행하여 내하율을 검토함으로서, 개선된 PSC Beam 교량의 구조 안전성을 정량적으로 평가하였다.

• 한국전산유체공학회지
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• 제15권2호
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• pp.79-85
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• 2010

Aerodynamic design optimization of rotor airfoil has been performed with advanced design method for improved aerodynamic characteristics of ONERA airfoils. A multiple response surface method is used to consider various requirements in rotor airfoil design. Shape functions for mean camber line are proposed to extend possible design domain. Numerical simulations are performed using KFLOW, a Navier-Stokes solver with shear stress transport turbulence model. The present design method provides favorable configurations for the high performance rotor airfoil. Resulting optimized airfoils give better aerodynamic performance than the baseline airfoils.