• 반도체디스플레이기술학회지
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• 제3권3호
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• pp.1-4
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• 2004

Fabrication and electrical and mechanical properties of piezoelectric micro bending actuators (PMBA) using sol-gel-multi-coated thick PZT films and MEMS processes were investigated. PMBA could be used for design and fabrication of micro fluidic devices, for example, micro-pumps, micro dispensers, and so on. PMBA were fabricated using 2 um thick PZT films on Pt (350 nm)/$SiO_2$ (500 nm)/Si ($300\mu\textrm{m}$) substrates and MEMS processes. 7 types of PMBA were fabricated with areas of silicon diaphragms, PZT films and top electrodes. When the sizes of silicon diaphragms, PZT films and Pt top electrodes were reduced from 3000$\times$$1389\mu\textrm{m}$, 4000$\times$$1000\mu\textrm{m}$ and 4000$\times$$900\mu\textrm{m}$ down to 14%, 14% and 11 % of them, respectively, the center displacements of PMBA were decreased from 0.68 um to 0.10 um at 5 Hz and 12 Vpp. So, PMBA with large areas showed larger displacements than PMBA with small areas and experimental results were also good agreement with the plate and shell theory.

• Computers and Concrete
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• 제21권6호
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• pp.717-726
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• 2018

Concrete pipelines are the most efficient and safe means for gas and oil transportation over a long distance. The use of nano materials and nono-engineering can be considered for enhancing concrete pipelines properties. the tests show that $SiO_2$ nanoparticles can improve the mechanical behavior of concrete. Moreover, severe hazard for pipelines is seismic ground motion. Over the years, scientists have attempted to understand pipe behavior against earthquake most frequently via numerical modeling and simulation. Therefore, in this paper, the dynamic response of underwater nanocomposite submerged pipeline conveying fluid is studied. The structure is subjected to the dynamic loads caused by earthquake and the governing equations of the system are derived using mathematical model via Classic shell theory and Hamilton's principle. Navier-Stokes equation is employed to calculate the force due to the fluid in the pipe. As well, the effect of external fluid is modeled with an external force. Mori-Tanaka approach is used to estimate the equivalent material properties of the nanocomposite. 1978 Tabas earthquake in Iran is considered for modelling seismic load. The dynamic displacement of the structure is extracted using differential quadrature method (DQM) and Newmark method. The effects of different parameters such as $SiO_2$ nanoparticles volume percent, boundary conditions, thickness to radius ratios, length to radius ratios, internal and external fluid pressure and earthquake intensity are discussed on the seismic response of the structure. From results obtained in this paper, it can be found that the dynamic response of the pipe is increased in the presence of internal and external fluid. Furthermore, the use of $SiO_2$ nanoparticles in concrete pipeline reduces the displacement of the structure during an earthquake.

• Steel and Composite Structures
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• 제30권3호
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• pp.281-292
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• 2019

In this paper, analysis of critical fluid velocity and heat transfer in the nanocomposite pipes conveying nanofluid is presented. The pipe is reinforced by carbon nanotubes (CNTs) and the fluid is mixed by $AL_2O_3$ nanoparticles. The material properties of the nanocomposite pipe and nanofluid are considered temperature-dependent and the structure is subjected to magnetic field. The forces of fluid viscosity and turbulent pressure are obtained using momentum equations of fluid. Based on energy balance, the convection of inner and outer fluids, conduction of pipe and heat generation are considered. For mathematical modeling of the nanocomposite pipes, the first order shear deformation theory (FSDT) and energy method are used. Utilizing the Lagrange method, the coupled pipe-nanofluid motion equations are derived. Applying a semi-analytical method, the motion equations are solved for obtaining the critical fluid velocity and critical Reynolds and Nusselt numbers. The effects of CNTs volume percent, $AL_2O_3$ nanoparticles volume percent, length to radius ratio of the pipe and shell surface roughness were shown on the critical fluid velocity, critical Reynolds and Nusselt numbers. The results are validated with other published work which shows the accuracy of obtained results of this work. Numerical results indicate that for heat generation of $Q=10MW/m^3$, adding 6% $AL_2O_3$ nanoparticles to the fluid increases 20% the critical fluid velocity and 15% the Nusselt number which can be useful for heat exchangers.

• Computers and Concrete
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• 제24권2호
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• pp.125-135
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• 2019

Concrete pipelines are the most efficient and safe means for gas and oil transportation over a long distance. The use of nano materials and nono-engineering can be considered for enhancing concrete pipelines properties. the tests show that SiO2 nanoparticles can improve the mechanical behavior of concrete. Moreover, severe hazard for pipelines is seismic ground motion. Over the years, scientists have attempted to understand pipe behavior against earthquake most frequently via numerical modeling and simulation. Therefore, in this paper, the dynamic response of underwater nanocomposite submerged pipeline conveying fluid is studied. The structure is subjected to the dynamic loads caused by earthquake and the governing equations of the system are derived using mathematical model via Classic shell theory and Hamilton's principle. Navier-Stokes equation is employed to calculate the force due to the fluid in the pipe. As well, the effect of external fluid is modeled with an external force. Mori-Tanaka approach is used to estimate the equivalent material properties of the nanocomposite. 1978 Tabas earthquake in Iran is considered for modelling seismic load. The dynamic displacement of the structure is extracted using differential quadrature method (DQM) and Newmark method. The effects of different parameters such as SiO2 nanoparticles volume percent, boundary conditions, thickness to radius ratios, length to radius ratios, internal and external fluid pressure and earthquake intensity are discussed on the seismic response of the structure. From results obtained in this paper, it can be found that the dynamic response of the pipe is increased in the presence of internal and external fluid. Furthermore, the use of SiO2 nanoparticles in concrete pipeline reduces the displacement of the structure during an earthquake.

• Steel and Composite Structures
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• 제50권1호
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• pp.107-122
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• 2024

Following an internal column failure, adjacent double-span beams above the failed column will play a critical role in the load transfer and internal force redistribution within the remaining structure, and the span-to-depth ratios of double-span beams significantly influence the structural resistance capacity against progressive collapse. Most existing studies have focused on the collapse-resistant performances of single-story symmetric structures, whereas limited published works are available on the collapse resistances of multi-story steel frames with unequal spans. To this end, in this study, numerical models based on shell elements were employed to investigate the structural behavior of multi-story steel frames with unequal spans. The simulation models were validated using the previous experimental results obtained for single- and two-story steel frames, and the load-displacement responses and internal force development of unequal-span three-story steel frames under three cases were comprehensively analyzed. In addition, the specific contributions of the different mechanism resistances of unequal-span, double-span beams of each story were separated quantitatively using the energy equilibrium theory, with an aim to gain a deeper level of understanding of the load-resistance mechanisms in the unequal-span steel frames. The results showed that the axial and flexural mechanism resistances were determined by the span ratio and linear stiffness ratio of double-span beams, respectively.

• Structural Engineering and Mechanics
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• 제89권1호
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• pp.33-46
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• 2024

The present research delves into the analysis of nonlinear free and forced vibrations of porous functionally graded (FG) shallow shells reinforced with oblique stiffeners, which are embedded in a nonlinear elastic foundation (NEF) subjected to external excitation. Two distinct types of PFG shallow shells, characterized by even and uneven porosity distribution along the thickness direction, are considered in the research. In order to model the stiffeners, Lekhnitskii's smeared stiffeners technique is implemented. With the stress function and first-order shear deformation theory (FSDT), the nonlinear model of the oblique stiffened shallow shells is established. The strain-displacement relationships for the system are derived via the FSDT and utilization of the von-Kármán's geometric assumptions. To discretize the nonlinear governing equations, the Galerkin method is employed. The model such developed allows analysis of the effects of the stiffeners with various angles as desired, in addition to the quantitative investigation on the influence of the surrounding nonlinear elastic foundations. To numerically solve the problem of vibrations, the 4th-order P-T method is used, as this method, known for its enhanced accuracy and reliability, proves to be an effective choice. The validation of the present research findings includes a comprehensive comparison with outcomes documented in existing literature. Additionally, a comparative analysis of the numerical results against those obtained using the 4th Runge-Kutta method is performed. The impact of stiffeners with varying angles and material parameters on the vibration characteristics of the present system is also explored. The researchers and engineers working in this field may use the results of this study as benchmarks in their design and research for the considered shell systems.

• 해양환경안전학회지
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• 제29권4호
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• pp.363-371
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• 2023

한 척의 선박을 건조하기 위해서는 다양한 크기의 블록(block)들을 이동 및 탑재해야 한다. 이러한 과정에서 블록의 체결 방법 및 각 조선소 설비 특성에 맞는 다양한 기능에 부합하는 러그를 사용하고 있다. 블록 구조의 중량 및 형태에 따라서 러그의 크기와 형상이 다양하며, 샤클(shackle)이 체결되는 홀 주변에 부족한 강성을 보완하기 위하여 덧판(doubling pad)을 용접하여 구조를 보강한다. 리프팅(lifting) 조건별 러그의 설계를 하는 방법은 보 이론(beam theory)에 의한 수계산 방법과 유한요소해석 모델링을 이용한 구조해석을 수행하고 있다. 해석적 방법의 경우, 요소의 종류와 모델링 방법에 따라서 결과 차이가 발생하여 표준화된 평가법의 정립이 필요한 상황이다. 이러한 모호한 방법론 적용 시 블록의 이동 및 반전(turn-over) 과정 중에서 심각한 안전 문제를 유발할 가능성이 있다. 본 연구에서는 러그의 실제 탑재공정에 따른 구조 응답을 평가할 수 있는 모델링 조건, 평가법을 확정하고자 다양한 변수의 영향을 수치 구조해석을 통하여 비교 및 분석하였다. 러그 홀(hole) 주변 덧판부와 용접 비드(bead)를 표현한 모델링 기법이 가장 실제적인 거동 결과를 주고 있다. 실제 러그와 동일한 조건(용접부 비드만 주재료와 연결)의 모델링에 등가하중을 적용한 결과는 MPC 하중 적용 결과보다 낮은 최종강도를 나타낸다. 더불어 해석 시간 단축을 위해서 2차원 쉘(shell) 요소를 적용한 경우, 덧판 두께를 85% 수준으로 감소시켜서 안전사용하중을 예측할 수 있음을 확인하였다. 논문에서 검토한 다양한 변수의 영향들 결과는 러그 설계 및 안전사용하중 예측에 근거 자료로 활용될 것으로 기대된다.

• 수산해양기술연구
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• 제39권1호
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• pp.56-62
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• 2003

서해 연근해에서 사용하고 있는 기타 통발의 주 어획대상이 되고 있는 꽃게 및 피뿔고둥과 혼획율이 비교적 높은 쥐노래미를 대상으로 수조실험을 통하여 통발의 사용 경과기간에 따른 입롱행동을 조사하기 위하여 실제 어업 현장에서 사용하고 있는 통발 중에서 사용 경과기간이 서로 다른 세 종류의 통발(새 통발, 6개월 사용한 통발 및 12개월 사용한 통발)을 선별하여 각각의 통발에 대한 입롱율을 조사하고, 통발의 망목선택성을 추정하기 위한 기초자료를 얻기 위하여 꽃게나 피뿔고둥에 비해 활동성이 높은 쥐노래미에 대하여 세 종류의 망목(망목 35mm, 50mm 및 65mm)의 통발에 대한 입롱행동을 각각 조사한 결과는 다음과 같다. 1. 꽃게에 대한 통발의 사용 경과기간별 입롱율은 사용 경과기간이 6개월인 통발이 평균 4.4마리(44.0%)로서 가장 높았으며, 새 통발 2.8마리(평균 28.0%), 12개월 사용한 통발 평균 2.0마리(20.0%)의 순으로 나타났다. 2. 피뿔고둥에 대한 통발의 사용 경과기간별 입롱율은 새 통발이 평균 7.3마리(36.7%)로서 가장 높았으나, 6개월 사용한 통발이 평균 7.2마리(35.8%)로서 큰 차이가 없었으며, 12개월 사용한 통발이 평균 5.7마리(28.3%)로서 가장 낮았다. 3. 쥐노래미에 대한 통발의 사용 경과기간별 입롱율은 사용 경과기간이 6개월인 통발이 평균 3.4마리(34.0%)로서 가장 높았으며, 새 통발 평균 3.0마리(30.0%), 12개월 사용한 통발 평균 2.8마리(28.0%)의 순으로 나타났다. 4. 통발의 망목별 쥐노래미의 잔류율은 망목 35mm인 통발이 평균 2.4마리(24.0%)로서 가장 높았으며, 망목 50mm인 통발이 평균 2.2마리(22.0%), 망목 65mm인 통발이 평균 2.0마리(20.0%)의 순으로 나타났다.lly, I carried out calculation of sensitivity of control constants of autopilot with various conditions of ocean environments. 사별자의 개별성과 요구에 적합한 접근방법이 모색되어야 한다. 앞으로 한국실정에 맞는 토착화된 사별관리를 위한 다각적인 연구가 시도되어야 하며 이를 실무에 적용시켜야 한다.ssumption, additional study is needed to examine the relationship between the levels of microbes and excessive concentrations of EA, and borate at a high pH level.부정적인 반응을 보였다. '한국음식을 더 많이 해서 전통음식과 친밀한 장소로 발전시키자', '계절식품을 이용하고 비슷한 종류의 음식은 빼서 가격을 낮추자', '연령에 따라서, 또, 성인에서는 성별에 따라 가격 차이를 두자'는 의견 등이 있었다.이용한 배반포의 체외생산에 있어서 배양액내 항산화제의 첨가는 체외성숙단계에서만 효과적이었다. 이것은 아마도 항산화제가 체외성숙 시 난포란 내에서 일어나는 여러 가지 생화학 반응의 처리시간과 관련하여 활성화시킴으로써 난포란의 생존력을 높인 것이라고 사료되기 때문에 앞으로는 돼지 난포란의 효율적인 체외성숙에 대해서 배양액내 첨가물질은 물론 나아가서 방법론적인 측면에서 더욱 연구되어져야 할 것이다.ed from Nusselt's film condensation theory on tilted plate. Using those two expressions, a correlation was formulated as a function of heat flux and tilt angle,

• 한국수산과학회지
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• 제33권5호
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• pp.448-454
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• 2000

IOSP를 이용하여 적조생물입자에 대한 응집실험을 한 결과는 다음과 같다. 본 실험에 사용한 IOSP의 평균 지름은 $11.6{\mu}m$이고, 약$ 77{\%}$의 입자가 $5.0{\~}20.0{\mu}$의 범위에 속하며 변동계수는 $60.1{\%}$이었다. IOSP의 금속성분을 분석한 결과는 $98{\%}$가 칼슘으로서 생석회(CaO)와 같은 성분이었다. IOSP의 전자현미경 사진을 분석한 결과 표면이 매끈한 부정형의 입자로 되어 있었다. IOSP에 해수를 첨가하면 해수중의 $Mg^(+2)$ 이온과 급속하게 반응하여 입자의 표면 주위에 점질성의 $Mg(OH)_2$ 흡수층 (absorption layer)을 형성하여 응집 침전하고 해수의 pH를 10.0 정도까지 상승시켰다. IOSP는 $pH=6.2{\~}12.7$에서 $11.1{\~}50.1 mV$로서 IOSP의 입자가 완전히 용해될 때까지 positive zeta potential을 나타낸 반면 OSP는 pH=9.2, 11.9에서 각각 -42.5, -56.9mV로서 negative zeta potential을 나타내었다. $pNa=2.0{\~}4.0 (10^(-4){\~}10^(-2)M Na^+)$에서 IOSP, OSP의 zeta potential은 거의 일정한 값을 나타내었으나 $pNa=0.0 (1 M Na^+)$에서는 IOSP의 EDL이 매우 크게 압축되어 zeta potential은 거의 0.0mV를 나타내었고 OSP는 -25.4mV의 여전히 높은 negative zeta potential을 나타내었다. IOSP는 $Mg^(+2)$ 이온의 농도가 증가함에 따라 positive zeta potential이 증가하다가 $pMg=3.0 (10^(-3)M Mg^(+2))$에서 감소하는 결과를 나타내었다. 해수 중에서 IOSP는 4.8mV의 positive zeta potential을 나타내었고, OSP와 RTO는 각각 -30.7mV, -9.2mV의 negative zeta potential을 나타내었다. 해수중에서 IOSP의 $Mg(OH)_2$ 흡수층과 적조생물입자 사이에는 positive-negative EDL 반응이 일어나서 이들 둘 사이에는 항상 전기동력학적 인력이 작용하고, 동시에 $Mg(OH)_2$ 흡수층에 의한 전하중화로 인하여 입자 상호간의 응집반응은 극단적 인력이 작용하는 primary minimum에서 일어나고, DLVO 이론에 따라 응집반응은 비가역적아며 매우 신속하게 일어났다. 적조생물입자의 응집제거 효율은 IOSP의 농도 50mg/l까지 급격한 증가를 보이다가 IOSP의 농도가 계속 증가함에 따라서 점점 완만한 증가를 나타내었다. 즉 IOSP의 농도가 증가함에 따라서 지수함수적으로 증가하였다 ($Y=53.81{\times}X^(0.1); R^2=0.9868$).응집 침전은 IOSP 400mg/l 이상에서 거의 완전히 일어났다. IOSP $100mg/l$을 사용하고 G-value를 $1, 6, 29, 139 sec^(-1)$로 단계적으로 증가시키면서 응집 실험을 한 결과 적조생물입자의 응집제거 효율이 각각 $70.5, 70.5, 81.7, 85.3{\%}$로 증가하였다. 이는 응집 반응에서 입자간 충분한 충돌이 일어날 수 있도록 교반하는 것이 매우 중요함을 나타내 주는 것이다.

• 대한가정학회지
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• 제11권3호
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• pp.329-344
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• 1973

The purpose of this study is to find how the mother's rearing patterns and attitudes influence on a child's social personality development. Many contemporary psychologists insist that mother's rearing attitudes and methods before age of six influence on child's social personality development a great deal. Freud divided the child's developmental stages into three : oral, anal, and phallic period. According to his assumptions the way of mother's feeding and weaning has very important relationship with the personality development through ora period and how to handle toilet training will greatly influence through anal period. In addition to this, Symonds declares that a mother's rearing attitudes will influence the establishment of social characteristics of the child. The moderate attitude-not too overprotective or rejective or submissive or dominate-is desirable. If mother's attitude declines to one aspect among these four kinds too much, the child would have chances to develop maladjusted social characteristics such as aggressiveness , submissiveness, dependency, and dominativeness. The hypotheses of this study were based on Freud and Symonds theory and tested by correlation and the difference of percentage. The results of the study were as follows : I. The relationship between rearing pattern and social characteristics 1. When the child has too strictly scheduled feeding time, he will have aggressive attitudes. 2. The longer the feeding period, the more dependency the child will have. 3. In case the toilet training was taken place too early or strictly, the child will withdraw into his shell. 4. When the child failed to perform the toilet training and was punished because of that, the child's personality will likely to be too submissive or aggressive. II. The relationship between mother's attitudes and social personality 1. When the mother's attitude is too overprotective the child showed withdrawn characteristics (r = 89) or dependency ( r = 24). 2. The child whose mother has too rejective attitude also showed withdrawn characteristics ( r = 31). As Sears insisted self-demanding schedule is recommendable and the weaning supposed to be started after age of one and a half years and finished around age of two. The toilet training which has rather severe consequences than the feeding methods should be started when the child is able to understand what is expected to him. Sears says that about two years after birth would be proper but individual difference should be considered. As a conclusion, Flexible and understanding attitudes and rearing methods is necessary for a sound establishment of social personality.