• 대한전기학회:학술대회논문집
• /
• 대한전기학회 1989년도 하계종합학술대회 논문집
• /
• pp.333-334
• /
• 1989

Electrically active part of the piezoelectric sound element is a ceramic thin circular disk cemented to a metal base plate (using a type of thermosetting epoxy). The active part is a thin lead zirconate titanate disk (PZT). The piezoelectric sound element is so dimensioned that its basic resonance frequency is approximately if the center of the audible frequency band: This frequency is mainly determined by the geometry and the sort of the metal base plate materials. In this study, four kinds of PZT ceramic and two classes of thin metal base plate were prepared. It is observed that dielectric and pizoelectric properties relate to acoustical properties (particularly sound pressure level).

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2000년도 추계학술대회논문집B
• /
• pp.491-496
• /
• 2000

The physics of the flow field surrounding an engine nacelle afterbody is very complex. A high pressure jet from the nozzle interacts with the external flow and causes upstream influence on the afterbody surface field. At certain conditions, the nozzle boundary layer can separate, either by shock wave interaction or by adverse pressure gradient effect, resulting in a severe drag penalty. Furthermore, a finite afterbody base implies a recirculating flow region. A flow modeling method has been developed to analyze the flow in the annular base(rear-facing surface) of a circular engine nacelle flying at subsonic speed but with a supersonic exhause jet. Real values of exhaust gas properties and temperature are included.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2001년도 추계학술대회논문집A
• /
• pp.44-48
• /
• 2001

API 5L X65 배관의 모재 기리 및 원주방향, 심용착금속, 원주용착금속에 대한 고주기피로시험 결과를 요약하면 다음과 같다. (1) 모재 길이방향이 원주방향보다 항복강도 및 항복비가 높게 나타난 압연 방향에 따라 피로특성이 다르게 나타났고, 항복비가 작아질수록 피로강도가 작아졌다. (2) 모재의 피로강도는 항복강도보다 높게 나타났지만 용착금속의 피로강도는 낮게 나타났다. (3) 용착금속은 모재보다 항복강도 및 인장강도가 상당히 높았지만 피로강도는 오히려 작게 나타났다.

• 한국자동차공학회논문집
• /
• 제10권2호
• /
• pp.186-192
• /
• 2002

The fatigue crack propagation characteristics were investigated on dissimilar friction weld of two kind of heat-resisting steels (STR3 and STR35) commonly used in valve materials for vehicles. A small circular artificial defect was machined to induce fatigue crack at bonded line, heat affected zone and base metal of the weld on the surface of the specimens. From the results of the experiment, the fatigue limits of the materials STR3 and STR35 were obtained to be 429.0MPa and 409.4MPa respectably. The STR35 base metal and 1.0mm HAZ specimens showed 190% and 82% higher fatigue life than STR3 base metal. And the fatigue life of 1.0mm HAZ specimen was shown 99% on STR3 and 29% on STR35 higher than that of their base metal. But the fatigue life of weld interface specimen was shown 18% on STR3 and 72% on STR35 lower than that of their base metal because of the weld interface separation.

• 동력기계공학회지
• /
• 제1권1호
• /
• pp.70-79
• /
• 1997

Ni-base self-fluxing alloy powder particles were flame sprayed onto the SS400 mild steel substrate surface. The effects of both substrate temperature and spraying distance on the splat behavior of sprayed particles were examined. The results obtained are summarized as follows: 1) In the splat behavior of Ni-base self-fulxing alloy particles sprayed onto the SS400 mild steel substrate, splashing was observed under the room temperature condition. On the contrary, it showed circular plate pattern in the substrate temperature range over 373K. 2) It was cleared that there was close relationship between mechanical properties of coating layer and splat behavior of sprayed particles. 3) From the experimental results, optimum spraying conditions showed excellent mechanical properties in the case of Ni-base self fluxing alloy sprayed onto the SS400 mild substrate were 473K of substrate temperature and 250mm of spraying distance.

• 한국지반공학회논문집
• /
• 제30권3호
• /
• pp.29-46
• /
• 2014

모래지반의 지표면에 위치한 거친 바닥면을 가진 강체 원형기초에 대하여 삼차원 수치해석을 통하여 수직-수평 조합하중 조건에서의 지지력을 구하였다. 조합하중 상관도를 효율적으로 산출할 수 있는 swipe 재하방법과 실제 구조물의 하중 조건과 유사한 probe 재하방법을 모사할 수 있는 수치모델을 구현하였으며 요소망의 조밀도에 의한 오차를 소거할 수 있는 분석 절차를 개발하였다. Mohr-Coulomb 소성모델을 사용하고 관련흐름법칙을 적용하여 지반의 내부 마찰각에 따른 수직-수평 조합하중에 대한 지지력 상관도와 경사계수를 산출하였다. Swipe 재하방법의 결과는 probe 재하방법을 사용한 결과와 유사함을 확인하였으며, 거친 바닥면 조건에서 수직-수평 조합하중 지지력 상관도의 내부 마찰각에 따른 변화는 미미하고, 원형기초에 대해서 연속기초 및 사각형기초와 동일한 경사계수를 적용할 수 있는 것으로 나타났다. 하중의 경사가 큰 경우에는 수치모델링을 통해 산출된 원형기초에 대한 지지력 상관도와 경사계수는 기존의 연구 결과보다 작게 평가되었으며, 수치모델링 결과에 영향을 미치는 요인과 향후 연구 방향에 대하여 고찰하였다.

• 한국전자파학회논문지
• /
• 제14권2호
• /
• pp.133-138
• /
• 2003

본 논문에서는 비가시거리(NLOS) 전파환경에서 원형편파를 송신하고 수직, 수평편파 안테나로 수신하는 원형편파 다이버시티(CV-CH)방식에 대하여 이론적 모델을 제시하고 이의 우수성을 확인하였다. 원형편파 다이버 시티에 대한 간단한 이론적 모델을 통하여 XPD에 대한 상관계수 평가식을 유도하였으며, 비가시거리 전파환경에서 원형편파다이버시티 경우 직선편파다이버시티(VV-VH) 경우보다 교차편파분리도(XPD)가 약 6~7 dB 정도 낮게 됨을 알 수 있었다. 그 결과 원형편파 다이버시티 경우의 상관계수는 기존의 직선 편파다이버시티보다 더 낮은 상관계수 값을 나타내는 이론적 모델을 제시하였고 측정된 결과로부터 이의 성능을 확인하였다.

• Earthquakes and Structures
• /
• 제15권4호
• /
• pp.419-429
• /
• 2018

The seismic vulnerability analysis of multi-span bridges can be based on the response of the piers, provided that deck, bearings and foundations remain elastic. The lateral response of an RC bridge pier can be affected by different mechanisms (i.e., flexure, shear, lap-splice or buckling of the longitudinal reinforcement bars, second order effects). In the literature, simplified formulations are available for mechanisms different from the flexure. On the other hand, the flexural response is usually calculated with a numerically-based Moment-Curvature diagram of the base section and equivalent plastic hinge length. The goal of this paper is to propose a simplified analytical solution to obtain the Moment-Curvature relationship for hollow circular RC sections. This based on calibrated polynomials, fitted against a database comprising 720 numerical Moment-Curvature analyses. The section capacity curve is defined through the position of 6 characteristic points and they are based on four input parameters: void ratio of the hollow section, axial force ratio, longitudinal reinforcement ratio, transversal reinforcement ratio. A case study RC bridge pier is assessed with the proposed solution and the results are compared to a refined numerical FEM analysis, showing good match.

• 한국통신학회논문지
• /
• 제34권9A호
• /
• pp.664-672
• /
• 2009

본 논문에서는 원형 등간격 어레이를 갖는 이동 릴레이를 위한 셀 탐색과 입사각 동시 추정기법을 제안한다. 제안된 셀 탐색과 입사각의 동시 추정기법은 인접 기지국에서 이동 릴레이로 수신되는 신호간에 심볼 타이밍 옵셋이 존재하는 경우에도 강건한 특성을 갖고, 셀 탐색과 입사각을 각각 독립적으로 추정하는 경우에 비하여 계산량과 수행시간을 감소시킬 수 있다. 제안된 동시 추정기법의 성능을 Mobile WiMAX 환경 하에서 모의실험을 통하여 검증한다.

• Earthquakes and Structures
• /
• 제8권3호
• /
• pp.699-712
• /
• 2015

Bracing structures with off-centre bracing system is one of the new resistant systems that frequently used in the frame with pin connections. High ductility, high-energy dissipation and decrease of base shear are advantages of this bracing system. However, beside these advantages, reconstruction and hard repair of off-centre bracing system cause inappropriate performance in the earthquake. Therefore, in this paper, the goal is investigating the behavior of this type of bracing system with ductile element (circular dissipater), in order to providing replacement of damaged member without needing repair or reconstruction of the general system. To achieve this purpose, some numerical studies have been performed using ANSYS software, a frame with off-centre bracing system and optimum eccentricity (OBS-C-O) and another frame with the same identifications without ductile element (OBS) has been created. In order to investigate precisely on the optimum placement of circular elements under monotonic load again three steal frames were modeled. Furthermore, the behavior of this general system investigated for the first time, linear and nonlinear behavior of these two steel frames compared to each other, to achieve the benefit of using the circular element in an off-centre bracing system. Eventually, the analytical results revealed that the performance of steel ring at the end of off-centre braces system illustrating as a first defensive line and buckling fuse in the off-centre bracing system.