• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2000년도 추계학술대회논문집A
• /
• pp.618-622
• /
• 2000

This paper describes the correlation between the interior noise and the trunk wall vibration. Using the vibro-acoustic reciprocity, effect of the trunk wall vibration on the compartment noise is investigated on a medium size car. In the low frequency range, vehicle interior noise is dominated by several acoustic modes of the passenger compartment and the vibration modes of the surrounding shell parts. Especially, vibration of the trunk wall radiates sound and it is transferred through holes on the package tray into the passenger compartment. This paper experimentally reveals that sound can be well produced at some particular vibration modes of the trunk lid and it strongly influences the compartment noise through package tray holes. Contributions of the trunk walls to the interior noise are estimated by measuring the acoustic-structural transfer function, based on the vibro-acoustical reciprocity theorem.

• 한국공간구조학회논문집
• /
• 제10권4호
• /
• pp.123-132
• /
• 2010

본 연구에서는 비대칭 단면을 갖는 박벽 곡선보의 자유진동 및 처짐해석을 위하여 박벽단면을 갖는 기존의 곡선보 이론의 단점을 보완하고자 도심-전단중심 정식화에 근거한 개선된 곡선보 이론을 제시한다. 변위장은 각각 도심과 전단중심에서 정의한 변위파라미터를 도입하여 나타내었으며 곡선보의 두께-곡률 효과와 회전관성효과를 고려한 개선된 변형에너지와 운동에너지를 엄밀하게 유도하였다. 본 연구의 타당성과 정확성을 증명하기 위하여 Hermitian 곡선보요소를 사용한 유한요소해석을 수행하였으며 해석 결과들을 도심 정식화에 의하여 산정한 결과, 선행 연구자 결과 및 ABAQUS의 쉘요소를 이용한 결과와 비교하였다.

• Structural Engineering and Mechanics
• /
• 제28권6호
• /
• pp.749-765
• /
• 2008

Free axisymmetric vibrations of layered cylindrical shells of variable thickness are studied using spline function approximation techniques. Three different types of thickness variations are considered namely linear, exponential and sinusoidal. The equations of axisymmetric motion of layered cylindrical shells, on the longitudinal and transverse displacement components are obtained using Love's first approximation theory. A system of coupled differential equations on displacement functions are obtained by assuming the displacements in a separable form. Then the displacements are approximated using Bickley-spline approximation. The vibrations of two-layered cylindrical shells, made up of several types of layered materials and different boundary conditions are considered. Parametric studies have been made on the variation of frequency parameter with respect to the relative layer thickness, length ratio and type of thickness variation parameter.

• Coupled systems mechanics
• /
• 제3권4호
• /
• pp.367-384
• /
• 2014

The study deals with the physical modeling of a typical single storeyed building frame resting on pile foundation and embedded in cohesive soil mass using the finite element based software SAP-IV. Two groups of piles comprising two and three piles, with series and parallel arrangement thereof, are considered. The slab provided at top and bottom of the frame along with the pile cap is idealized as four noded and two dimensional thin shell elements. The beams and columns of the frame, and piles are modeled using two noded one dimensional beam-column element. The soil is modeled using closely spaced discrete linear springs. A parametric study is carried out to investigate the effect of various parameters of the pile foundation, such as spacing in a group and number of piles in a group, on the response of superstructure. The response considered includes the displacement at the top of the frame and bending moment in columns. The soil-structure interaction effect is found to increase the displacement in the range of 38 -133% and to increase the absolute maximum positive and negative moments in the column in the range of 2-12% and 2-11%. The effect of the soil- structure interaction is observed to be significant for the type of foundation and soil considered in this study. The results obtained are compared further with those of Chore et al. (2010), wherein different idealizations were used for modeling the superstructure frame and sub-structure elements (foundation). While fair agreement is observed in the results in either study, the trend of the results obtained in both studies is also same.

• Coupled systems mechanics
• /
• 제7권6호
• /
• pp.731-753
• /
• 2018

The recent seismic events have led to concerns on safety and vulnerability of Reinforced Concrete Moment Resisting Frame "RC-MRF" buildings. The seismic design demands are greatly dependent on the computational tools, the inherent assumptions and approximations introduced in the modeling process. Thus, it is essential to assess the relative importance of implementing different modeling approaches and investigate the computed response sensitivity to the corresponding modeling assumptions. Many parameters and assumptions are to be justified for generation effective and accurate structural models of RC-MRF buildings to simulate the lateral response and evaluate seismic design demands. So, the present study aims to develop reliable finite element model through many refinements in modeling the various structural components. The effect of finite element modeling assumptions, analysis methods and code provisions on seismic response demands for the structural design of RC-MRF buildings are investigated. where, a series of three-dimensional finite element models were created to study various approaches to quantitatively improve the accuracy of FE models of symmetric buildings located in active seismic zones. It is shown from results of the comparative analyses that the use of a calibrated frame model which was made up of line elements featuring rigid offsets manages to provide estimates that match best with estimates obtained from a much more rigorous modeling approach involving the use of shell elements.

• 한국군사과학기술학회지
• /
• 제25권6호
• /
• pp.561-571
• /
• 2022

An optical mirror assembly is an opto-mechanically coupled system as the optical and mechanical behaviors interact. In the assembly, a flexure mount attached to an optical mirror should be flexible in the radial direction, but rigid for the remaining degrees of freedom for supporting the mirror rigidly and suppressing the wavefront error of the optical mirror. This work presents an optimal design of the flexure mount using topology optimization with thermal stress constraint. By simplifying the optical mirror assembly into finite shell elements, topology optimization model was built for efficient design and good machinability. The stress at the boundary between the optical mirror and the mount together with the first natural frequency were applied as constraints for the optimization problem, while the objective function was set to minimize the strain energy. As a result, we obtained the optimal design of the flexure mount yielding the improved wavefront error, proper rigidity, and machinability.

• Earthquakes and Structures
• /
• 제24권2호
• /
• pp.127-140
• /
• 2023

The vibration of microtubule in human cells is the source of electrical field around it and inside cell structure. The induction of electrical field is a direct result of the existence of dipoles on the surface of the microtubules. Measuring the electrical fields could be performed using nano-scale sensors and the data could be transformed to other computers using internet of things (IoT) technology. Processing these data is feasible by artificial intelligence-based methods. However, the first step in analyzing the vibrational behavior is to study the mechanics of microtubules. In this regard, the vibrational behavior of the microtubules is investigated in the present study. A shell model is utilized to represent the microtubules' structure. The displacement field is assumed to obey first order shear deformation theory and classical theory of elasticity for anisotropic homogenous materials is utilized. The governing equations obtained by Hamilton's principle are further solved using analytical method engaging Navier's solution procedure. The results of the analytical solution are used to train, validate and test of the deep neural network. The results of the present study are validated by comparing to other results in the literature. The results indicate that several geometrical and material factors affect the vibrational behavior of microtubules.

• 한국식품위생안전성학회지
• /
• 제3권1호
• /
• pp.7-18
• /
• 1988

식품중의 중금속 오염물질에 대한 추이를 감시하여 식품의 안전성을 확보하고 건강상의 위해를 방지하기 위한 노력을 계속하고 수산식품중 견류중의 중금속 분포상태를 파악하기 위해국내 주요 연안에서 자연서식 또는 인공 양식되고 있는 패류 9종 200건을 대상으로 Hg, Pb, Cd, As, Cu, Sn, Mn의 7개 중금속을 ICP, Spectrophotometer를 사용하여 측정한 결과는 다음과 같다. 1. Hg의 전체 함량범위는 ND~0.221 ppm이었고, 각 패류별 평균 함유량은 피조개 0.011 ppm, 꼬막 0.013 ppm, 전복 0.014 ppm, 홍합 0.018 ppm, 바지락과 굴이 0.025 ppm, 백합이 0.056 ppm, 소라고둥 0.074 ppm,골뱅이 0.090 ppm 이었다. 2. Pb의 전체 함량 범위는 0.05~1.15 ppm 이었으며 각 패류별 평균함량은 골뱅이, 꼬막이 각각 0.26~0.28 ppm 피조개, 소라고둥, 전복, 홍합이 0.32~0.33 ppm, 굴이 0.43 ppm, 바지락이 0.52 ppm , 백합이 0.53 ppm이었다. 3.Cb의 전체 함량범위는 0.02~1.86 ppm이었으며, 각 패류별 평균함량은 바지락 0.14 ppm, 홍합 0.19 ppm, 홍합 0.30 ppm, 피조개 0.53 ppm, 골뱅이 0.57 ppm, 전복, 굴 , 소라고둥이 0.78~0.80 ppm이며 꼬막이 1.37 ppm으로 가장 높았다. 4. As의 전체 함량의 범위는 0.50~3.97 ppm이었으며 각 패류별 평균함량은 홍합 0.65 ppm, 백합 0.72 ppm, 피조개 0.77 ppm 꼬막 0.79 ppm, 굴 0.88 ppm, 바지락 10.29 ppm, 전복 1.49 ppm, 골뱅이 2.11 ppm 소라고둥 2.30 ppm이었다. 5. Cu의 전체 함량 범위는 0.16~54.16 ppm 이었으며 패류별 평균함량은 피조개 0.95 ppm, 꼬막 1.10 ppm, 홍합 1.38 ppm, 백합 1.58 ppm, 바지락이 1.78 ppm, 전목이 53 ppm, 골뱅이 9.89 ppm, 소라고둥은 9.73 ppm, 굴에서 13.96 ppm, 골뱅이 9.89 ppm,소라고둥은 9.73 ppm , 굴에서 13.96 ppm으로 가장 높았다. 6.Sn의 전체 함량의 범위는 7.40~207.17 ppm이었으며, 패류별 평균함량은 바지락 12.16 ppm, 꼬막 14.98 ppm, 백합이 15.84 ppm, 피조개 16.58 ppm, 홍합 18.84 ppm, 전복이 21.46 ppm, 골뱅이 29.71 ppm, 소라고둥이 37.77 ppm 굴이 96.58 ppm으로 가장 높았다. 7. Mn의 전체 함량 범위는 0.13~8.72 ppm이었고 각 패류별 평균함량은 전복 0.96 ppm, 소라고둥 1.48 ppm, 홍합 2.25 ppm, 골뱅이 2.46 ppm, 피조개 2.80 ppm 백합 3.04 ppm, 바지락 4.44 ppm, 꼬막 6.06 ppm, 굴 6.66 ppm이었다. 8. 측정된 패류중의 중금속 분포결과와 기타 국내에서 보고된 분석치, 외국의 분석치 및 현제치를 종합적으로 비교 검토하여 볼 때 최고치에 있어서 다소 높은 것도 있었으나 평균함량과 90%치에 있어서는 문제시 될 수 있는 량은 아니었다. 9. 패류중 산지별로 다소 높은치를 나타낸 것에 대하여는 계속적인 조사연구가 필요하다고 생각된다.

• 한국산업보건학회지
• /
• 제16권3호
• /
• pp.254-263
• /
• 2006

Manganese has a role as both toxic and essential in humans. Manganese is also an essential component in the welding because it increases the hardness and strength, prevents steel from cracking of welding part and acts as a deoxidizing agent to form a stable weld. In this study, manganese generation rate and its content was determined in flux cored arc welding on stainless steel. Domestic two products and foreign four products of flux cored wires were tested in the well designed fume generation chamber as a function of input power. Welding fume was measured by gravimetric method and metal manganese was determined by inductively coupled plasma-atomic emission spectrophotometer. The outer shell of the flux cored wire tube and inner flux were analyzed by scanning electron microscopy to determine their metal compositions. Manganese generation rate($FGR_{mn}$) was increased as the input power increased. It was 16.3 mg/min at the low input power, 38.1 mg/min at the optimal input power, and up to 55.4 mg/min at the high input power. This means that $FGR_{mn}$ is increased at the work place if welder raise the current and/or voltage for the high productivity. The slope coefficient of $FGR_{mn}$ was smaller than that of the generation rate of total fume(FGR). Also, the correlation coefficient of $FGR_{mn}$ was 0.65 whereas that of FGR is 0.91. $FGR_{mn}$ was equal or higher in the domestic products than that of the foreign products although FGR was similar. From the electron microscopic analytical data, we concluded that outer shell of the wire was composed mainly of iron, chromium, nickel and less than 1.2 % of manganese. There are many metal ingredients such as iron, silica, manganese, zirconium, titanium, nickel, potassium, and aluminum in the inner flux but they were not homogeneous. It was found that both $FGR_{mn}$ and content of manganese was higher and more varied in domestic flux cored wires than those of foreign products. To reduce worker exposure to fumes and hazardous component at the source, further research is needed to develop new welding filler materials that improve the quality of flux cored wire in respect to these points. Welder should keep in mind that the FGR, $FGR_{mn}$ and probably the generation rate of other hazardous metals were increased as the input power increase for the high productivity.

• 한국전산구조공학회논문집
• /
• 제20권2호
• /
• pp.113-125
• /
• 2007

탄성지반 위의 비대칭 개/폐단면의 박벽보에 대한 탄성해석 및 안정성해석을 수행하기 위해 엄밀한 강성행렬을 계산하기 위한 개선된 수치해석 기법을 새롭게 제시한다. 본 연구에서 제시한 수치해석기법은 박벽보의 안정성 해석을 위한 엄밀한 강성행렬을 산정하는 선행된 수치해석기법의 결점을 보완하고 있다. 본 연구에서 제시한 기법은 일반화된 고유치 문제에 관한 해를 얻는 것으로서 일반화된 14개의 변위에 대한 고유치 문제를 평형방정식에 관한 1차의 연립상미분 방정식으로 변환함으로써 얻어진다. '0'의 고유치에 대응되는 변위파라미터에 대해 다항식이 가정되며 항등조건으로부터 '0'의 고유치의 수와 동일한 미결정된 파라미터를 포함하는 고유 모우드가 결정되고 이로부터 'non-zero'의 고유치와 다항식의 해를 조합함으로써 엄밀한 변위함수가 결정된다. 이후 부재력-변위의 관계를 이용하여 엄밀한 강성행렬을 산정하게 된다. 본 연구에서 개발한 수치해석 기법의 타당성을 검증하기 위해서 본 연구에서 제시한 이론에 의한 해를 제시하고 보요소 및 쉘요소을 사용한 유한요소해와 비교 검토한다.