• 제목/요약/키워드: design compatibility

검색결과 629건 처리시간 0.022초

Tip and taper compatibility of accessory gutta-percha points with rotary and reciprocating instruments

  • Julia Niero Zanatta Streck; Sabrina Arcaro;Renan Antonio Ceretta;Eduardo Antunes Bortoluzzi;Lucas da Fonseca Roberti Garcia;Josiane de Almeida ;Patricia Maria Poli Kopper ;Anarela Vassen Bernardi
    • Restorative Dentistry and Endodontics
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    • 제48권3호
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    • pp.22.1-22.8
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    • 2023
  • Objectives: This study was conducted to evaluate and compare the tip and taper compatibility of accessory gutta-percha points (AGPs) with various rotary and reciprocating instruments. Materials and Methods: Using a profile analyzer, tip and taper measurements were taken of 10 AGPs of each of the 14 models available from Odous de Deus and the 4 models available from Dentsply-Maillefer. Diameter measurements were taken at 1-mm intervals, from 3 mm from the tip (D3) to 16 mm. Results: Based on the mean values obtained, 3-dimensional (3D) models of the AGPs were drawn in Autodesk Fusion 360 and superimposed on 3D models of each instrument selected (Mtwo, Reciproc, RaCe, K3, and ProDesign Logic) to determine the compatibility between the instrument and the AGP. Data corresponding to the tips and tapers of the various AGPs, as well as the tip and taper differences between the AGPs and the instruments, were analyzed using descriptive statistics. The tapers of the AGPs were subject to the American National Standards Institute/American Dental Association No. 57 standard. The Odous de Deus extra-long medium and extra-long extra-medium AGPs were shown to be compatible with Mtwo, K3, and ProDesign Logic instruments with taper 0.06 and tip sizes 25 and 30, while the Dentsply fine and fine medium cones were compatible with Mtwo, RaCe, and K3 instruments with conicity of 0.04 and tip sizes 35 and 40. Conclusions: Both the Odous de Deus and Dentsply commercial brands included 2 AGP models with tip (D3) and taper compatibility with Mtwo, RaCe, K3, and/or Prodesign Logic instruments.

해류발전 로터의 개발 (Development of Current Generation Rotor)

  • 조철희;김경수;민경훈;정광식
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2002년도 춘계학술대회 논문집
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    • pp.75-79
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    • 2002
  • In this research, a design guideline of current generating rotor and acceptable field rotor in offshore environment is proposed. To design rotor model, wind mill rotor design principles and turbine theories were applied based on a field rotor experimental data. To verify the compatibility of the rotor design method and to analyze the properties of design factors, 3 rotor models were designed and experimented in a circular water channel. Three rotor models were designed according to different blade numbers and blade shapes. With various flow velocities and rotor rpm, the rotor power and efficiency were measured and the properties of rotor were estimated. The results can be effectively applied to the design of current generation rotor.

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수평축 해류발전 로터의 설계와 성능해석 (Study on HAT Current Generation Rotor)

  • 조철희;김경수;민경훈;양태열;이현상
    • 한국해양공학회지
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    • 제16권1호
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    • pp.58-63
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    • 2002
  • In this research, a design guideline of current generating HAT rotor and acceptable field rotor in offshore environment is proposed. To design HAT rotor model, wind mill rotor design principles and turbine theories were applied based on a field HAT rotor experimental data. To verify the compatibility of the rotor design method and to analyze the properties of design factors, 3 rotor models were designed and experimented in a circular water channel. Three rotor models were designed according to different blade numbers and blade shapes. By changing flow velocity, rotor rpm, the rotor power and efficiency were measured and the properties of rotor were estimated. The results can be effectively applied to the design of current generation rotor.

지하층 HCS 구조시스템의 거동에 따른 설계방법의 고찰 (Consideration of the Design Methods for Underground HCS System)

  • 김혜민;김승훈;김종수;이리형
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.56-59
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    • 2004
  • This paper presents the consideration of design guideline for underground HCS system, composite spancrete slab, under axial and bending force. Serviceability design requirements for continuous composite spancrete slab subjected axial force, which are allowable stress and deflection, are compared. Flexural strengths are evaluated by design guideline using strain-compatibility method. The results showed that stresses of spancrete and topping concrete, especially at the ends of beam, have much effect on design loads. Maximum service loads for tested specimens are proposed by allowable stress.

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Constraints satisfaction problem기법을 이용한 조종패널 설계방법

  • 박성준;조항준;정의승;장수영
    • 대한인간공학회:학술대회논문집
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    • 대한인간공학회 1994년도 춘계학술대회논문집
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    • pp.75-84
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    • 1994
  • A control panel layout method based on the constraint satisfaction problem(CSP) technique was developed to generate an ergonomically sound panel design. This control panel layout method attempts to incorporate a variety of relevant ergonomic principles and design constrains, and generate an optimal or, at least, a "satisfactory" solution through the efficient search algorithm. The problem of seeking an ergonomically sound panel design should be viewed as a multiple criteria problem, and most of the design objectives should be understood as constraints. Hence, a CSP technique was employed in this study for dealing with the multi-constraiants layout problem. The efficient search algorithm using "preprocess" and "look ahead" procedures was developed to handle the vast amount of computational effort. In order to apply the CSP technique to the panel layout procedure, the ergonomic principles such as spatial compatibility, frequency-of- use, importance, functional grouping, and sequence-of-use were formalized as CSP terms. The effectiveness of the developed panel layout method was evaluated by example problems, and the results clearly showed that the generated layouts took various ergonomic design principles into account.esign principles into account.

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건축용 프리캐스트 프리스트레스트 역티형 보와 직사각형 보의 휨거동 비교 (Comparison on Flexural Behaviors of Architectural Precast Prestressed Rectangular and Inverted-tee Concrete Beams)

  • 유승룡
    • 콘크리트학회논문집
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    • 제12권6호
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    • pp.75-82
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    • 2000
  • Flexural behaviors of two typical architectural precast beam sections ; inverted tee and rectangular - were compared and investigated. The heights of web in inverted tee beams are generally less than half of beam depth in building structures to accomodate the nib of double-tee where the total building height limited considerably. The inverted-tee beams are designed for parking live load - 500kgf/$\m^2$ and market - 1,200kgf/$\m^2$ according to the currently used typical shape in the domestic market building site in Korea. The bottom dimension and area of rectangular beams are same to those of inverted tee beams to compare the flexural behaviors of two beams. These two beams are also reinforced for similar strength. Four flexural tests are performed on two beams. Following results are obtained from the tests; 1) The rectangular beam is simpler in production, transportation, and election, and more economic than the inverted tee beam for these two beams with same dimension and similar strength. 1) The estimations of flexural strength of two beams by Strength Design Method and Strain Compatibility Method is fully complied with the result of tests. However, Strain Compatibility Method is slightly ore accurate than Strength Design Method. 2) Overall deflections of two type beam under the service loads are less than those of the allowable limit in ACI Code provision. 3) The rectangular beam is failed in large deflection (average 12.56mm large) than those of inverted tee beams. 4) The rectangular and inverted tee beams with 6m span develop initial flexural crackings under the 88% of full service loading even though they designed to satisfy the ACI tensile stress limit provisions.

채널할당을 고려한 다중계층 셀룰러 네트워크 설계 (Hierarchical Cellular Network Design with Channel Allocation)

  • 박현수;이상헌
    • 한국국방경영분석학회지
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    • 제34권2호
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    • pp.63-77
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    • 2008
  • 제한된 주파수 범위 내에서 무선통신에 대한 수요증가에 따라 중계소 설치 및 채널할당 문제가 갈수록 중요시되고 있다. 최소한의 주파수 범위를 가지고 간접이 없는 채널을 할당하는 문제는 NP-hard 문제이다. 다중계층 셀룰러 네트워크는 무선통신의 수요가 늘어나고, 서비스 질 향상 요구의 증가에 따라 주목받고 있는 설계 방법이다. 다중계층 셀룰러 네트워크는 큰 도시에 적용되는 방법으로서 소비자의 이동속도에 따라 서로 다른 계층에서 관리하고 소비자에게 안정된 서비스를 제공한다. 본 논문의 유전자 알고리즘을 이용한 다중계층 설계는 지존의 2계층 방식과 달리 3계층(macro, micro, pico) 방법을 적용하며, EMC(Electromagnetic Compatibility Constraints)를 적응하여 현실성을 더욱 증가하였다. 후보지 선정 개수는 $15{\sim}40$개까지 적응하며, 72개의 데이터를 적용하여 알고리즘을 실험하여 수요자 수를 총 수요의 90%이상으로 끌어 올려 현실성을 강화시켰다.

Experimental and analytical investigation of composite columns made of high strength steel and high strength concrete

  • Lai, Binglin;Liew, J.Y. Richard;Xiong, Mingxiang
    • Steel and Composite Structures
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    • 제33권1호
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    • pp.67-79
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    • 2019
  • Composite columns made of high strength materials have been used in high-rise construction owing to its excellent structural performance resulting in smaller cross-sectional sizes. However, due to the limited understanding of its structural response, current design codes do not allow the use of high strength materials beyond a certain strength limit. This paper reports additional test data, analytical and numerical studies leading to a new design method to predict the ultimate resistance of composite columns made of high strength steel and high strength concrete. Based on previous study on high strength concrete filled steel tubular members and ongoing work on high strength concrete encased steel columns, this paper provides new findings and presents the feasibility of using high strength steel and high strength concrete for general double symmetric composite columns. A nonlinear finite element model has been developed to capture the composite beam-column behavior. The Eurocode 4 approach of designing composite columns is examined by comparing the test data with results obtained from code's predictions and finite element analysis, from which the validities of the concrete confinement effect and plastic design method are discussed. Eurocode 4 method is found to overestimate the resistance of concrete encased composite columns when ultra-high strength steel is used. Finally, a strain compatibility method is proposed as a modification of existing Eurocode 4 method to give reasonable prediction of the ultimate strength of concrete encased beam-columns with steel strength up to 900 MPa and concrete strength up to 100 MPa.

전원모듈의 전자파 적합성(EMC) 특성 분석 (An investigation Study of Electromagnetic Compatibility for Power Module)

  • 채규수
    • 한국융합학회논문지
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    • 제7권6호
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    • pp.23-28
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    • 2016
  • 본 연구에서 전력 변환 회로의 전자파적합성(EMC: Electromagnetic Compatibility)에 관한 설계 및 측정 결과를 제시하고 있다. 태양광 에너지 저장 장치에 주로 사용되는 LT3652 칩을 사용한 DC-DC 전력 변환 회로가 설계되어 제작되었다. 제작된 회로를 이용하여 원거리 방사, 근거리 전도성 및 복사성 방출에 대한 시뮬레이션이 ANSYS SIwave로 수행되었으며 결과가 제시되었다. 본 연구에서 불필요한 방사를 최소화하기 위해 콘덴서와 접지 포스트가 추가된 회로를 사용하였다. 전도 및 방사 방출은 CISPR 22의 표준화 된 시험 절차에 따라 EMC 전용무반사실에서 측정되었다. 개선된 회로를 사용하여 측정된 데이터를 제시하였고 개선 전후의 값들이 비교되었다. 제시된 결과를 보면 EMI 감소 기술이 적용된 회로에서 원치 않는 방출이 크게 감소하는 것을 보여주고 있다. 여기서 제안 된 결과는 전력 컨버터 모듈의 설계에 효율적으로 적용 가능한 기술이다.

정지궤도 인공위성의 전자파 호환성 해석 (EMC Compatability Analysis on Geostationary Satellite)

  • 채태병;오승엽
    • 한국항공우주학회지
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    • 제36권12호
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    • pp.1207-1215
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    • 2008
  • 우주환경에서 운용되는 위성은 상호 유기적으로 연결된 다양한 전자장비에서 방출하는 전도성/복사성 에너지 결합에 의해 다양한 잡음 신호를 발생하게 되는데, 이러한 잡음은 탑재체를 포함한 위성 시스템과 발사체의 전자기적인 영향에 의하여 주요 기능에 중대한 결함을 유발시킬 수 있다. 이에 위성 시스템은 개발 단계에서부터 전자파환경에 대한 영향을 최소화하기 위한 시스템 설계 검증이 요구된다. 위성 시스템에서 검증하여야 하는 전자파 환경 요소는 위성으로부터 방출되는 전도성/복사성 잡음과 이러한 잡음 환경에서 위성의 정상운용을 검증하는 감응성 잡음이 있다. 통신해양기상위성 시스템의 전자파 호환성 설계 검증은 PSR의 출력을 각 유닛에 분배하는 과정에서 전원선에서 방출하는 전도성 방출특성을 측정하여 시스템에서 통제하는 전자파 규격에 적합한지를 검증하고, 이러한 방출 레벨로부터 6 dB 시스템 안전성마진을 고려한 레벨의 전도성 잡음을 전원선에 인가하여 시스템의 성능을 검증하는 것이다. 아울러, 각 유닛의 전자파 복사 특성을 종합하여 시스템 수준의 복사성 잡음 수준을 예측하고 발사체 요구 규격과의 적합성을 분석하는 것이다. 본 논문에서는 통신해양기상위성의 전자파 환경시험 결과를 토대로 시스템 수준의 전자파 호환 특성 및 발사체와의 적합성 분석 결과를 제시하였으며, 잡음요소 분석 결과는 FM EMC 시험에 반영될 것이다.