• 콘크리트학회논문집
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• 제15권4호
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• pp.594-605
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• 2003

핀칭은 철근콘크리트 부재의 주기거동 특성을 나타내는 중요한 요소이다. 본 연구에서는 휨지배를 받는 철근콘크리트 부재에 대하여 핀칭거동의 특성과 에너지 소산능력을 연구하기 위하여 수치해석 연구를 실시하였다. 기존의 실험연구와 수치해석 결과를 분석한 결과, 전단거동과 무관한 휨핀칭이 압축력을 받는 부재에서 일어난다는 사실이 밝혀졌다. 그러나 일정한 철근 배근형태와 철근양을 갖는 부재들은 압축력의 영향에 의하여 주기거동의 형상이 변하더라도 재하된 압축력의 크기와 관계없이 일정한 에너지소산능력을 갖는다. 이는 콘크리트는 압축력이 증가함에 따라서 그 영향력이 증대되지만 취성재료로서 에너지 소산능력에 큰 영향을 미치지 않으며, 주로 철근에 의하여 에너지 소산이 일어난다는 사실을 가리킨다. 따라서 실제 재하되는 압축력의 크기에 관계없이 단순 휨을 받는 단면에 대한 해석을 통하여 휨지배 부재의 에너지 소산능력을 계산할 수 있다. 이러한 연구결과에 근거하여 에너지 소산능력과 감쇠보정계수를 평가할 수 있는 실용적인 방법과 설계식을 개발하였으며, 기존의 실험결과와의 비교를 통해 검증하였다. 이 제안된 방법은 일반적인 설계변수를 이용하여 에너지소산능력을 정확히 평가할 수 있으므로, 설계실무에서 편리하게 사용할 수 있다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2002년도 추계학술대회 논문집 Vol.15
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• pp.296-299
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• 2002

In this paper, a hexagon-type piezoelectric transformer was investigated to increase the output power. The length of its side was 14mm and 17.5mm, respectively. The piezoelectric ceramics was composed to PZT-PMN-PSN. This composition showed the characteristics which had an about 1500 of the mechanical Q-factor, 0.55 of the electromechanical coupling coefficient, $320{\times}10^{-12}C/N$ of the piezoelectric constant $d_{31}$, 0.3 % of the dissipation factor, etc. The voltage step-up ratio increased with increasing the load resistance, $R_{L}$, so it reached 80 with $R_{L}$ of $1M{\Omega}$ and was proportion to the length of side of the hexagon-type piezoelectric transformer. Also, the output power increased with increasing the size of the hexagon-type piezoelectric transformer.

• Earthquakes and Structures
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• 제3권5호
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• pp.749-766
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• 2012

Structural control through integration of passive damping devices within the building structure has been increasingly implemented internationally in the last years and has proven to be a most promising strategy for earthquake safety. In the present paper an alternative configuration of an innovative energy dissipation mechanism that consists of slender tension only bracing members with closed loop and a hysteretic damper is investigated in its dynamic behavior. The implementation of the adaptable dual control system, ADCS, in frame structures enables a dual function of the component members, leading to two practically uncoupled systems, i.e., the primary frame, responsible for the normal vertical and horizontal forces and the closed bracing-damper mechanism, for the earthquake forces and the necessary energy dissipation. Three representative international earthquake motions of differing frequency contents, duration and peak ground acceleration have been considered for the numerical verification of the effectiveness and properties of the SDOF systems with the proposed ADCS-configuration. The control mechanism may result in significant energy dissipation, when the geometrical and mechanical properties, i.e., stiffness and yield force of the integrated damper, are predefined. An optimum damper ratio, DR, defined as the ratio of the stiffness to the yield force of the hysteretic damper, is proposed to be used along with the stiffness factor of the damper's- to the primary frame's stiffness, in order for the control mechanism to achieve high energy dissipation and at the same time to prevent any increase of the system's maximum base shear and relative displacements. The results are summarized in a preliminary design methodology for ADCS.

• Structural Engineering and Mechanics
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• 제81권3호
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• pp.317-333
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• 2022

Visco-Plastic Damper (VPD) as a passive energy dissipation device with dual behavior has been recently numerically studied. It consists of two bent steel plates and segments with a viscoelastic solid material in between, combining and improving characteristics of both displacement-dependent and velocity-dependent devices. In order to trust the performance of VPD, for the 1st time this paper experimentally investigates prototype damper behavior under a wide range of frequency and amplitude of dynamic loading. A high-axial damping rubber is innovatively proposed as the viscoelastic layer designed to withstand large axial strains and dissipate energy accordingly. Test results confirmed all assumptions about VPD. The behavior of VPD subjected to low levels of excitation is elastic while with increasing levels of excitation, a significant source of energy dissipation is provided through the yielding of the steel elements in addition to the viscoelastic energy dissipation. The results showed energy dissipation of 99.35 kN.m under a dynamic displacement with 14.095 mm amplitude and 0.333 Hz frequency. Lateral displacement at the middle of the device was created with an amplification factor obtained ranging from 2.108 to 3.242 in the rubber block. Therefore, the energy dissipation of viscoelastic material of VPD was calculated 18.6 times that of the ordinary viscoelastic damper.

• 한국항공우주학회지
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• 제45권8호
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• pp.678-685
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• 2017

지구관측위성에 탑재되는 자료처리/저장장치 방열판은 장비의 주기적인 고발열, 배치, 장착성 등 설계 특성으로 인해 쉴드가 장착된 홈 형태를 갖는다. 홈 형태 방열판의 영향성과 쉴드 방열판의 열성능을 확인하기 위해, 평판 방열판을 기준으로 홈 형태의 방열판과 쉴드 방열판을 비교하여 열진공 시험을 실시하였다. 시험결과를 바탕으로 view factor에 의한 열교환과 방열판의 온도를 이론해석적으로 분석하여 열 설계 성능비교의 타당성을 입증하였다.

• 한국기계가공학회지
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• 제18권12호
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• pp.82-90
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• 2019

This analysis demonstrates the effective removal of heat generated from a solar panel's output degradation factor solar cells (the solar panel's output deterioration factor), and solves the problems of oxidation and corrosion in existing metal heat sinks. The heat-dissipating test specimen was prepared using carbon materials; then, its thermal conductivity and its effectiveness in reducing temperatures were studied using heat transfer numerical analysis. As a result, the test specimen of the 30g/㎡ basis weight containing 80% of carbon fiber impregnated with carbon ink showed the highest thermal conductivity 6.96 W/(m K). This is because the surface that directly contacted the solar panel had almost no pores, and the conduction of heat to the panels appeared to be active. In addition, a large surface area was exposed to the atmosphere, which is considered advantageous in heat dissipation. Finally, numerical analysis confirmed the temperature reduction effectiveness of 2.18℃ in a solar panel and 1.08℃ in a solar cell, depending on the application of heat dissipating materials.

• 한국구조물진단유지관리공학회 논문집
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• 제28권5호
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• pp.38-46
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• 2024

국내인구 60%이상이 거주하고 있는 벽식구조 아파트는 지진시 취성적 거동을 하게된다. 따라서 최근 성능기반 내진설계시 비선형 동적해석을 위한 철근콘크리트(RC)벽체의 에너지소산계수의 선택은 매우 중요하다. RC벽체의 에너지소산능력에 영향을 주는 주요변수로는 축력비, 단부횡보강근 간격 및 형상비인 것으로 기존실험연구에서 보고하였다. 대한건축학회 및 한국콘크리트학회에서는 「철근콘크리트 건축구조물의 성능기반 내진설계를 위한 비선형해석모델, 2021」을 통해 각 RC부재의 집중소성힌지모델 및 에너지소산계수를 제안하였다. 에너지소산계수 제안식에는 앞서 언급된 축력비 및 단부횡보강근의 변수는 포함하지 않고 있으며, 형상비의 경우 전단지배거동을 고려함에도 휨소성모델에 적용되므로 해석모델에 따른 형상비의 효과를 검토할 필요가 있을 것으로 사료된다. 이에 기존실험연구, 비선형해석프로그램의 섬유요소모델을 활용한 비선형해석 및 지침서의 에너지소산계수 제안식을 비교함으로써 각 변수별 에너지소산계수에 미치는 영향을 분석하였다. 축력비가 커질수록 에너지소산계수는 작아졌으며 단부횡보강근의 간격이 줄어들수록 에너지소산계수는 증가하였다. 또한 형상비가 커질수록 에너지소산계수는 커지는 경향을 보였으며 형상비의 영향이 제일 큰 것으로 나타났다.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2001년도 춘계학술발표대회 논문집
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• pp.219-223
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• 2001

The on-line cure monitoring during the cure process of composite materials is important for better quality and productivity. The dielectric sensor for cure monitoring consists of base film and electrodes. Because the characteristic of dielectric sensor for the on-line cure monitoring is dependent on the base material, width and number of electrode, etc, the dielectric sensor should be standardized. And the selection of base film material of sensor is very important. In order to prevent the measuring errors generated from the increase of environmental temperature, the base film material should have stable dielectric constant with respect to environmental temperature. In this study, the newly developed dielectric sensor for cure monitoring was designed and the dissipation factor which is function of degree of cure was measured using the sensor. The relationship between the dissipation factor and degree of cure with respect to environmental temperature was investigated.

• 한국세라믹학회지
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• 제24권3호
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• pp.251-256
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• 1987

The degradation of barium titanate ceramics was studied under the high AC electric field. At 150$^{\circ}C$, life time was measured as a function of grain size, controlled by varying sintering time at 1375$^{\circ}C$ and electrical properties, such as AC conductivity, capacitance and dissipation factor, were measured during degradation process. The life time decreased as grain size increased in the range of 2.44-8.23$\mu\textrm{m}$. The AC conductivity was remained constant and increased suddenly at the last stage of degradation process. The capacitance was slowly decreased and the dissipation factor was slowly increased as the degradaton progressed.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 춘계학술대회논문집
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• pp.721-724
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• 2005

With the advantages of large vibration energy dissipation of structures, the granular materials are used as vibration and acoustic treatments. In this case of vibro acoustic controls, a finite dynamic strength of the solid component (frame) is an important design factor. The dynamic stiffness of hollow cylindrical beams containing porous and granular materials as damping treatment was measured. Using the Rayleigh-Ritz method, the effects of damping materials on the dynamic characteristics of beams were investigated. The results suggested that the acoustic structure Interaction between the frame and the structure enhances the dissipation of the vibration energy significantly. The same methods were applied also to vibration control of sandwich panels. By filling the cavities of honeycomb cores using unconsolidated granular materials, its sound transmission toss was improved significantly.