• 제목/요약/키워드: multi-plate design

검색결과 177건 처리시간 0.039초

중앙부 거셋플레이트의 다층 X-형 가새골조 거동에 미치는 영향 (Effect of Mid-span Gusset Plates on the Behavior of Multi-Story X-Braced Frames)

  • 유정한
    • 한국강구조학회 논문집
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    • 제25권2호
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    • pp.179-186
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    • 2013
  • 가새골조는 가장 경제적이고 효과적인 내진시스템 중 하나로써 자주 사용된다. 그러나 중앙부 거셋플레이트를 포함하는 다층 X-형 가새골조의 경우, 실무에서 뿐만 아니라 거동에 대한 연구도 드물다. 그 결과, 이 시스템의 내진 성능과 접합부 설계에 미치는 영향은 아직 잘 알려져 있지 않다. 이 영향을 파악하기 위해 선행해석연구가 수행됐고 이 선행연구는 실험체 제작 전에 수행되어 시스템 거동을 예측하고 효과적인 디자인을 위해 수행되었다. 선행연구 결과를 보면 중앙부(X 교차부) 거셋플레이트와 코너부 거셋플레이트의 거동이 상당히 다르다는 것을 알 수 있다. 선행연구의 결과로 결정된 실제크기의 2층 중심가새골조 실험체의 실험결과와 해석결과를 요약하였고 그 결과를 비교하였다.

무선계측기를 이용한 회전자팬 및 엔드링에서의 대류 열전달 (Convective heat transfer on the rotor fan and endring of the TEFC induction motor with telemetry system)

  • 윤명근;하경표;고상근
    • 대한기계학회논문집B
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    • 제22권4호
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    • pp.510-519
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    • 1998
  • Recently, computer modelling is increasingly used as a design tool, which requires more detailed data for heat transfer coefficients in various regions of the induction motor. But there are little information about those of rotor fan and endring because of difficulty in measuring signals in rotating bodies. In the present studies, the temperature signals were precisely measured with self-developed telemetry system, which had multi-channels and high rotational speed. After some losses were compensated, the heat transfer coefficients of the rotor endring and fan surfaces were measured. Minimum heat transfer region was existed with endcap plate distance and maximum heat transfer was found at some rotor fan width. It was also studied that how the guide plate and endcap inside rib effected on the rotor heat transfer. The higher heat transfer were obtained with decreasing guide plate distance, increasing the number and height of endcap inside rib. The correlation equations of the results were obtained and compared with others. Above results of the heat transfer coefficients can be used as basic data for cooling design of the various kind of motors.

Study on seismic retrofit of structures using SPSW systems and LYP steel material

  • Zirakian, Tadeh;Zhang, Jian
    • Earthquakes and Structures
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    • 제10권1호
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    • pp.1-23
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    • 2016
  • Steel plate shear walls (SPSWs) have been shown to be efficient lateral force-resisting systems, which are increasingly used in new and retrofit construction. These structural systems are designed with either stiffened and stocky or unstiffened and slender web plates based on disparate structural and economical considerations. Based on some limited reported studies, on the other hand, employment of low yield point (LYP) steel infill plates with extremely low yield strength, and high ductility as well as elongation properties is found to facilitate the design and improve the structural behavior and seismic performance of the SPSW systems. On this basis, this paper reports system-level investigations on the seismic response assessment of multi-story SPSW frames under the action of earthquake ground motions. The effectiveness of the strip model in representing the behaviors of SPSWs with different buckling and yielding properties is primarily verified. Subsequently, the structural and seismic performances of several code-designed and retrofitted SPSW frames with conventional and LYP steel infill plates are investigated through detailed modal and nonlinear time-history analyses. Evaluation of various seismic response parameters including drift, acceleration, base shear and moment, column axial load, and web-plate ductility demands, demonstrates the capabilities of SPSW systems in improving the seismic performance of structures and reveals various advantages of use of LYP steel material in seismic design and retrofit of SPSW systems, in particular, application of LYP steel infill plates of double thickness in seismic retrofit of conventional steel and code-designed SPSW frames.

수치해석을 통한 강합성 빔보강 지하 구조물의 거동분석 (Structural Analysis of CBS (Composite Basement Wall System)-RIB Underground Structures Using Numerical Modeling)

  • 유한규;김연성
    • 한국지반공학회논문집
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    • 제26권6호
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    • pp.39-44
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    • 2010
  • 강합성 구조물의 설계절차는 파형강판구조물에 대한 현행 국내외 시방기준을 따르고 있는데, 시방기준이 2차원 해석 및 설계를 바탕으로 규정되어 있기 때문에 비등가 단면인 강합성 빔보강 공법에는 현행 시방기준을 적용할 수 없다. 그러므로 등가단면의 구조물로 환산하여 2차원 해석 및 설계를 수행하게 된다. 그러나 강합성 빔보강 공법은 종방향을 따라 일정한 간격을 두고 빔과 타입콘크리트를 이용하여 보강을 한 형태이기 때문에 3차원 해석에 기초한 설계과정이 요구된다. 따라서 본 연구에서는 수치해석을 통해 3차원 설계를 위한 해석적인 근거를 제시하고자 한다.

유전자 알고리즘을 이용한 선박용 디젤발전기 시스템의 동특성 해석 및 최적화 (Structural Dynamic Optimization of Diesel Generator systems Using Genetic Algorithm(GA))

  • 이영우;성활경
    • Journal of Advanced Marine Engineering and Technology
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    • 제24권3호
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    • pp.99-105
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    • 2000
  • For multi-body dynamic problems. especially coalescent eigenvalue problems with multiobjective optimization, the design sensitivity analysis is too much complicated mathematically and numerically. Therefore, this article proposes a new technique for structural dynamic modification using a mode modification and homologous structures design method with Genetic Algorithm(GA). In this work, the homologous structure of the resiliently mounted multi-body for marine diesel generator systems is studied and the problem is treated as a combinational optimization problem using the GA. In GA formulation, fitness is defined based on penalty function approach. That include homology, allowable stress and minimum weight of common plate.

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9% 니켈강 후판 용접부의 강도 및 잔류응력 (Welding Residual Stress and Strength of Thick 9% Nickel Steel Plate)

  • 김영균;김영완;김재훈
    • 동력기계공학회지
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    • 제18권4호
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    • pp.85-90
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    • 2014
  • In this paper, the transient thermal and residual stress analysis of the welding of 9% Ni steel plates using the FEA software ABAQUS are presented. The 9% Ni steel plates are welded manually with welding consumables of 70% Ni based Inconel type super-alloys (YAWATA WELD B (M)), producing a multi-pass/multi-layer butt weld. For these materials, temperature dependant mechanical and thermal material properties are used in the analysis. The back gouging is considered in welding process simulation. The FE thermal results are validated by comparing the real fusion profile and heat affected zone (HAZ). In addition, the continuous indentation test was conducted to measure the strength of base metal, HAZ and weld metal.

Analysis and design of metal-plate-connected joints subjected to buckling loads

  • Hussein, R.
    • Structural Engineering and Mechanics
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    • 제9권5호
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    • pp.417-432
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    • 2000
  • A comprehensive analytic study has been conducted to investigate the instability problems of metal-plate-connected (MPC) joints in light frame trusses. The primary objective in this study is to determine the governing factors that constitute the buckling of the metal connectors and their effects on the structural response of joints. Another objective is to recommend design curves for the daily structural design of these joints. The numeric data presented in this paper has emerged from a broad base that was founded on over 350 advanced computer simulations, and was supported by available experimental results obtained by others. This basic-to-applied research includes practical engineering parameters such as size of gaps, shear lengths, gauge (plate thickness) of connectors, size of un-braced areas, failure modes, and progressive disintegration of joints. Square-end members have been emphasized though the results cover the custom-made fitted joints. The results indicate that chord shears cause and dominate the buckling of MPC joints, and the shear length has a more pronounced effect than the size of gaps. Further, large gauges and small un-braced areas improve the buckling response. Several practical recommendations have been suggested throughout the paper such as keeping the ratio of gap/shear length below 3/4 for improving the buckling strength. The study reveals that multi-area joints should not be simplified as single web-to-chord MPC joints such as keeping the ratio of gap/shear length below 3/4 for improving the buckling strength, even where one web is in tension and the other in compression. Finally, the results obtained from this study favorably agree with experimental data by others, and the classic buckling theories for other structural components.

적층각도에 따른 CFRP 평판에서의 굽힘으로 발생한 크랙 파손에 관한 해석적 연구 (Analysis Study on the Damage of Crack Happening with the Bending at CFRP Plate due to Stacking Angle)

  • 황규완;조재웅
    • 한국융합학회논문지
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    • 제8권3호
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    • pp.185-190
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    • 2017
  • 본 논문은 탄소섬유로 구성된 평판형태의 시험편에 굽힘 모멘트가 작용할 때 내부의 섬유구조에서 발생되는 굽힘 응력과 전단응력, 변형에너지에 관한 것이다. CFRP는 무수히 많은 섬유가 다축구조를 형성하고 있어 굽힘조건에서 응력을 효과적으로 분산할 수 있다. 이때 적층각도에 따라 다양한 물성을 보이게 되는데, 섬유의 수평방향인 Stacking angle $0^{\circ}$에서부터 수직방향인 $90^{\circ}$에 이르기까지의 결과에 있어, Stacking angle이 증가함에 따라 등가 응력과 전단응력이 점차 줄어들며 $60^{\circ}$를 기점으로 다시 증가함을 보이고 있다. 본 연구결과를 토대로,적층각도에 따른 평판에서의 굽힘으로 인한 파손특성을 해석적 접근을 통해 고찰하였으며, 본연구는 파손방지와 내구성 향상을 위한 안전설계에 기여할 수 있다고 사료된다. 또한 평판 형상으로서의 디자인적 요소를 융합기술에 접목함으로서 그 미적인 감각을 나타낼 수 있다.

CAE를 이용한 나노 임프린트 스테이지의 동적 거동해석 (Dynamic Analysis of a Nano Imprinting Stage Using CAE)

  • 이강욱;이민규;이재우;임시형;신동훈;장시열;정재일;임홍재
    • 한국공작기계학회논문집
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    • 제16권5호
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    • pp.211-217
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    • 2007
  • A nano-imprinting stage has been widely used in various fields of nanotechnology. In this study, an analysis method of a nano-imprinting stage machine using FEM and flexible multi-body kinematics and dynamics has been presented. We have developed a virtual imprinting machine to evaluate the prototype design in the early design stage. The simulation using CAE for the imprinting machine is not only to analyze static and dynamic characteristics of the machine but also to determine design parameters of the components for the imprinting machine, such as dimensions and specifications of actuators and sensors. Structural components as the upper plate, the rotator, the shaft and the translator have been modeled with finite elements to analyze flexibility effects during the precision stage motion. In this paper flexible multi-body dynamic simulation is executed to support robust design of the precision stage mechanism. In addition, we made the 4-axis stage model to compare the dynamic behavior with that of 3-axis stage model.

CPLD칩을 이용한 다채널 가스누출 경보시스템의 설계 및 제작 (Design and Fabrication of multi-channel gas leakage monitoring system using CPLD)

  • 정도운;정완영;이덕동
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 1999년도 추계종합학술대회 논문집
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    • pp.925-928
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    • 1999
  • A multi-channel gas leakage monitoring system was designed and fabricated by using CPLD(complex Programmable Logic .Device) for monitoring and controlling the leakage of natural gas from supplying-pipes under the ground. Fabricated SnO$_2$thick film gas sensor elements were attached on safeguard steel plate of natural gas supplying pipes, and the local monitoring system in this study received the signal from the gas sensors. The monitoring system was implemented by using CPLD chip to reduce the development time and implement simple one chip system. The time division multi-channel system received the input signal from individual gas sensor at one of divided times by multiplexor and signal processed sequentially. The system reduced the size of peripheral circuit resulted in implementation of creditable simple system.

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