• 제목/요약/키워드: finite rotation

검색결과 487건 처리시간 0.036초

쌍로울형 박판연속주조공정의 개발과 자동화에 관한 연구 (The Study on Automation and Development of Strip Continuous Casting by Twin Roller Type)

  • 이상매;김영도;백남주;강충길
    • 한국정밀공학회지
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    • 제7권1호
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    • pp.37-52
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    • 1990
  • In this study, the characteristics of cooling and rolling during strip casting process is obtained in comparison with the experimental and analytical results. The prupose of this study is to effectively analyze the thermal and mechanical deformation of roller applying the results of the heat transfer and the pressure distribution to boundary conditions. And then the relation between strip thickness and roll deformation is shown. The second purpose is to obtain the proper condition of the continuous casting for stainless steel. The summary and conclusions can be made on the basis of the results obtained by the theories and experiments. a) The strip casting condition for the fine surface quality of tin-alloy as-cast material was obtained in accordance with the velocity of roll rotation and initial roll gap. b) The experimental condition that the dimension of the cast strip thickness coincide with that of the initial roll gap was according to the experimental result of continuous casting by twin-roll type. c) The thermoelastic finite element model to calculate the roll deformation is represented. Thermoelastic model prediction for the roll deformation are in good agreement with the experimental results considering the thermal expansion of the roll. d) The higher cooling rates were obtained by a twin-roller quenching technique. Also quenched microstructure of the rapidly solidified shell was verified. e) The magnitude of roll deformation due to the thermal expansion and roll separating force is quantit- atively represented in the analysis of continuous casting for stainless steel.

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Cyclic response and design procedure of a weak-axis cover-plate moment connection

  • Lu, Linfeng;Xu, Yinglu;Zheng, Huixiao;Lim, James B.P.
    • Steel and Composite Structures
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    • 제26권3호
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    • pp.329-345
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    • 2018
  • This paper systematically investigated the mechanical performance of the weak-axis cover-plate connection, including a beam end monotonic loading test and a column top cyclic loading test, and a series of parametric studies for exterior and interior joints under cyclic loading using a nonlinear finite element analysis program ABAQUS, focusing on the influences of the shape of top cover-plate, the length and thickness of the cover-plate, the thickness of the skin plate, and the steel material grade. Results showed that the strains at both edges of the beam flange were greater than the middle's, thus it is necessary to take some technical methods to ensure the construction quality of the beam flange groove weld. The plastic rotation of the exterior joint can satisfy the requirement of FEMA-267 (1995) of 0.03 rad, while only one side connection of interior joint satisfied ANSI/AISC 341-10 under the column top cyclic loading. Changing the shape or the thickness or the length of the cover-plate did not significantly affect the mechanical behaviors of frame joints no matter in exterior joints or interior joints. The length and thickness of the cover-plate recommended by FEMA 267 (1995) is also suitable to the weak-axis cover-plate joint. The minimum skin plate thickness and a design procedure for the weak-axis cover-plate connections were proposed finally.

절토사면의 전도파괴에 대한 안정성 평가 및 수치해석적 고찰 (A Study on the Stability Evaluation and Numerical Simulation of Toppling Failure on a Cut-Slope)

  • 최지용;김승현;구호본
    • 지질공학
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    • 제20권1호
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    • pp.13-23
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    • 2010
  • 암반사면의 전도파괴는 암반이나 토체가 기존 파괴면을 따라 미끄러지는 다른 파괴형태와는 달리 암주 혹은 암블록의 회전을 동반하는 파괴형태로 정의된다. 이는 사면방향에 대해 역방향으로 발달된 불연속면이 존재하는 구역에서 주로 발생하며, 불연속면의 지질학적 특성뿐 아니라 기하학적인 특성도 사면의 안정성을 판단하는 중요한 요소로 작용된다. 본 연구에서는 역방향 불연속면이 발달된 절토사면에 대해 안정성을 평가하였다. 일반적으로 암반의 파괴거동은 불연속체 특성을 가지고 있으나 최근 연속체 해석에서 불연속면을 모사하는 수치해석방법들이 많이 논의되고 있다. 본 연구에서는 연속체 해석인 유한요소해석에 불연속면을 이질적인 경계특성에 적용되는 계면요소를 이용하여 모사함으로써 불연속면이 고려된 사면의 거동특성을 파악하였다.

스퍼 기어의 FEM 해석 및 IRT 기법을 적용한 건전성 평가 (Integrity Evaluation By IRT Technique And FEM Analysis of Spur Gear)

  • 노치성;정윤수;이경일;김재열
    • Tribology and Lubricants
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    • 제32권4호
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    • pp.113-118
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    • 2016
  • As an economic, high quality, and highly reliable gear with low noise and low vibration is demanded, an overall finite element analysis regarding a gear is required. Also, an infrared thermography test, which is a quantitative testing technique, is demanded for safety and longer lifespan of gear products. In order to manufacture a gear product or to determine safety of a gear being used, it is necessary to precisely determine ingredients of a material constituting a gear and detect any internal defect. This study aims to realize a design that minimizes the spur gear displacement with respect to power during its rotation and ensures the spur gear control capacity by using a 3D model and the midasNFX program. This facilitates the assessment of the possibility of cracking by evaluating the stress intensity and focusing on the integrity of the spur gear. We prepare the specimen of the spur gear based on the possibility of cranking as per the result of the structural interpretation from an infrared ray thermal measuring technique. After cooling the spur gear, we perform experiments using thermography and halogen lamps and analyze the temperature data according to the results of the experiment. In the experiment which we use thermography after cooling, we find a rise in the temperature of the room. As a result, the defective part show temperatures lower than their surroundings while the normal parts have temperatures higher than the defective parts. Therefore, it possible to precisely identify defective part owing to its low temperature.

P-기법을 이용한 터보분자펌프 로터의 구조해석 및 형상최적설계 (Structural Analysis and Shape Optimization for Rotor of Turbomolecular Pump Using P-Method)

  • 원보름;정해영;한정삼
    • 대한기계학회논문집A
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    • 제37권10호
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    • pp.1279-1289
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    • 2013
  • 터보분자펌프는 회전하는 로터 블레이드의 고속회전을 통해 진공을 생성하는 고진공, 고청정 펌프로 로터의 고속회전에 따른 구조적 안전성이 우선 평가되어야 한다. 본 논문에서는 터보분자펌프의 배기성능 및 구조적 안전성에 영향을 미치는 인자 중에서 블레이드 각도, 길이, 블레이드가 시작되는 부분의 라운드 크기, 회전속도를 선정하여 그들의 변화에 대한 변위 및 응력 응답을 관찰하는 민감도 평가 및 최적설계를 수행하였다. 일반적인 유한요소해석기법인 H-기법이 아닌 형상요소해석기법인 P-기법을 사용함으로써 복잡한 형상의 유한요소생성 모델링 시간을 단축시켜 해석의 효율성을 높일 수 있었다.

고온에서 맞물려 회전하는 토크컨버터 부품간 열 및 토크를 고려한 치형상의 최적설계 (Optimum Design of Teeth Shapes of Rotating Serration and Spline-type Torque Converter Parts Operating in a High Temperature Fluids)

  • 이동욱;김철;김정준;신순철
    • 대한기계학회논문집A
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    • 제41권11호
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    • pp.1125-1130
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    • 2017
  • $170^{\circ}C$의 고온에서 작동하는 자동변속기 토크컨버터의 리액터와 끝단 레이스 두 부품간 이빨이 서로 맞닿는 부분의 응력을 분산시키고, 수명을 증가시키기 위하여 치(이빨), 스플라인 두 형태의 리액터의 치형상을 FEM 최적화하였다. 최적화에 선행하여 서로 다른 재료로 된 두 부품의 열팽창에 의한 간격을 해석하였으며, 그 결과 열팽창 후에 치형 리액터는 약 0.1 mm, 스플라인형 리액터는 약 0.08 mm의 추가 간격이 발생한다는 것을 확인하였다. 형상최적화 결과 두 가지 형태의 리액터 치가 모두 비대칭 사다리꼴 형상으로 최적화 되었다. 이로 인해 치형 리액터의 경우 기존 비최적화 모델 대비, 최대등가응력이 24.5 % 감소하였으며, 스플라인형 리액터는 기존 비최적화 모델 대비 최대등가응력은 9.3 % 감소하였으며, 축 방향 두께는 13 % 감소하였다.

Effect of soil in controlling the seismic response of three-dimensional PBPD high-rise concrete structures

  • Mortezaie, Hamid;Rezaie, Freydoon
    • Structural Engineering and Mechanics
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    • 제66권2호
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    • pp.217-227
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    • 2018
  • In the last decades, valuable results have been reported regarding conventional passive, active, semi-active, and hybrid structural control systems on two-dimensional and a few three-dimensional shear buildings. In this research, using a three-dimensional finite element model of high-rise concrete structures, designed by performance based plastic design method, it was attempted to construct a relatively close to reality model of concrete structures equipped with Tuned Mass Damper (TMD) by considering the effect of soil-structure interaction (SSI), torsion effect, hysteresis behavior and cracking effect of concrete. In contrast to previous studies which have focused mainly on linearly designed structures, in this study, using performance-based plastic design (PBPD) design approach, nonlinear behavior of the structures was considered from the beginning of the design stage. Inelastic time history analysis on a detailed model of twenty-story concrete structure was performed under a far-field ground motion record set. The seismic responses of the structure by considering SSI effect are studied by eight main objective functions that are related to the performance of the structure, containing: lateral displacement, acceleration, inter-story drift, plastic energy dissipation, shear force, number of plastic hinges, local plastic energy and rotation of plastic hinges. The tuning problem of TMD based on tuned mass spectra is set by considering five of the eight previously described functions. Results reveal that the structural damage distribution range is retracted and inter-story drift distribution in height of the structure is more uniform. It is strongly suggested to consider the effect of SSI in structural design and analysis.

세미 플로팅 링 베어링으로 지지된 터보차저의 Subsynchronous 진동 특성 (Subsynchronous Vibration Behavior of Turbocharger Supported by Semi Floating Ring Bearing)

  • 이동현;김영철;김병옥;안국영;이영덕
    • 한국유체기계학회 논문집
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    • 제20권1호
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    • pp.15-20
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    • 2017
  • The small turbocharger for the automotive application is designed to operate up to 200,000 rpm to increase system efficiency. Because of high rotation speed of turbocharger, floating ring bearing are widely adopted due to its low friction loss and high rotordynamic stability. This paper presents a linear and nonlinear analysis model for a turbocharger rotor supported by a semi-floating ring bearing. The rotordynamic model for the turbocharger rotor was constructed based on the finite element method and fluid film forces were calculated based on the infinitely short bearing assumption. In linear analysis, we considered fluid film force as stiffness and damping element and in nonlinear analysis, the fluid film force was calculated by solving the time dependent Reynolds equation. We verified the developed theoretical model by comparing to modal test results of test rotors. The analysis results show that there are two unstable modes, which are conical and cylindrical modes. These unstable modes appear as sub-synchronous vibrations in nonlinear analysis. In nonlinear analysis, frequency jump phenomenon demonstrated when vibration mode is changed from conical mode to cylindrical one. This jump phenomenon was also demonstrated in the test. However, the natural frequency measured in the test differs from those obtained using nonlinear analysis.

단위 모듈러 구조체의 보-기둥 접합부 해석 모델 (Analytical Models of Beam-Column joints in a Unit Modular Frame)

  • 최경석;김형준
    • 한국전산구조공학회논문집
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    • 제27권6호
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    • pp.663-672
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    • 2014
  • 최근, 모듈러 구조 시스템은 공기를 단축시킬 수 있는 장점으로 인해 건설 현장에 적용되고 있다. 모듈러 구조시스템은 단위 모듈로 구성되며, 모듈과 모듈의 볼트접합을 위해 보-기둥 접합부에 개구부를 가공하게 된다. 일반적으로 모듈러 구조시스템은 기존 철골모멘트골조와 유사한 하중전달체계를 가지는 것으로 가정하여 설계된다. 이와 같은 설계 가정의 타당성을 확보하기 위해, 단위 모듈의 보-기둥 접합부에 대한 회전 성능이 파악되어야 한다. 본 연구에서는 개구부의 구조적 영향이 고려된 접합부의 회전성능을 파악하기 위해 유한요소해석을 수행하였다. 해석결과 단위모듈은 충분한 변형능력을 가지고 안정적인 이력거동을 하는 것으로 나타났으며, 단위모듈의 접합부는 부분강접 접합부로 분류되었다. 또한 본 연구에서는 단위 모듈의 비선형 골조 해석을 위한 간단한 스프링 모델을 개발하였으며, 단위 모듈의 비선형 이력 거동을 구현하기 위해 Ramberg-Osgood 이력 모델을 제시하였다.

Nonlinear analysis of composite beams with partial shear interaction by means of the direct stiffness method

  • Ranzi, G.;Bradford, M.A.
    • Steel and Composite Structures
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    • 제9권2호
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    • pp.131-158
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    • 2009
  • This paper presents a modelling technique for the nonlinear analysis of composite steel-concrete beams with partial shear interaction. It extends the applicability of two stiffness elements previously derived by the authors using the direct stiffness method, i.e. the 6DOF and the 8DOF elements, to account for material nonlinearities. The freedoms are the vertical displacement, the rotation and the slip at both ends for the 6DOF stiffness element, as well as the axial displacement at the level of the reference axis for the 8DOF stiffness element. The solution iterative scheme is based on the secant method, with the convergence criteria relying on the ratios of the Euclidean norms of both forces and displacements. The advantage of the approach is that the displacement and force fields of the stiffness elements are extremely rich as they correspond to those required by the analytical solution of the elastic partial interaction problem, thereby producing a robust numerical technique. Experimental results available in the literature are used to validate the finite element proposed in the paper. For this purpose, those reported by Chapman and Balakrishnan (1964), Fabbrocino et al. (1998, 1999) and Ansourian (1981) are utilised; these consist of six simply supported beams with a point load applied at mid-span inducing positive bending moment in the beams, three simply supported beams with a point load applied at mid-span inducing negative bending moment in the beams, and six two-span continuous composite beams respectively. Based on these comparisons, a preferred degree of discretisation suitable for the proposed modelling technique expressed as a function of the ratio between the element length and depth is proposed, as is the number of Gauss stations needed. This allows for accurate prediction of the nonlinear response of composite beams.