• 제목/요약/키워드: structural and thermal analysis

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고온.고압용 3-way 볼밸브의 특성해석 (A Characteristic Analysis of High Pressure and High Temperature 3-way Ball Valve)

  • 이준호
    • 한국기계가공학회지
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    • 제11권4호
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    • pp.180-184
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    • 2012
  • 3-way ball valves have been mostly used for high temperature/high pressure valves using in petrochemical carriers and oil tankers, which requires high quality products with confidentiality and durability. As a larger disaster may be generated by leakage of oil or gas from valves, thus the present research applied a numerical analysis method with thermal-structural coupled field analysis and the performance test. The Max stress by parts was confirmed through thermal-structural coupled field analysis and develop the 3-way ball valve design, which is safe on operating condition. And its performance was verified by carrying out pressure test, leakage test and durability test for the manufactured 3-way ball valves with satisfying it's regulations.

내열재의 열반응 모델링 및 유동-열-구조해석의 상용코드 적용 동향 (Thermal Response Modeling of Thermal Protection Materials and Application Trends of Commercial Codes for Flow-Thermal-Structural Analysis)

  • 황기영;배지열
    • 한국추진공학회지
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    • 제23권6호
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    • pp.59-71
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    • 2019
  • 고체 로켓용 삭마성 내열 시스템의 수치 해석은 1960년대부터 다양한 In-house 코드로 수행되어 왔으나 Fluent, Marc, ABAQUS 등 상용코드에 서브루틴, UDF 등을 추가하여 해석 범위를 확장함으로써 상용코드의 활용 범위가 넓어지고 있다. 또한 예전에는 내열 시스템의 유동, 열반응과 구조해석을 각각 수행하였으나 근래에는 이들을 서로 연동하여 해석하는 연구들이 진행되고 있다. 본 논문에서는 내열재의 열반응 특성, 열반응 해석용 In-house 코드 그리고 상용코드로 내열 시스템의 유동, 열반응과 구조 해석을 수행한 연구동향을 고찰하였다.

Parametric Analysis of High-Strength Reinforced Concrete Beams at High Temperature

  • 최은규;강지연;신미경;신영수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.585-590
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    • 2004
  • An analytical method is proposed for the analysis of the reinforced concrete flexural beam subjected to high temperature. The analysis procedure for the material properties, in this study, is subdivided into two types; thermal properties for temperature distribution analysis and mechanical properties for structural analysis. Using F.D.M. and segmentation method, the program was made to predict the thermal behavior of RC beams during heating. In previous studies, the structural behavior of fire damaged RC beams was investigated though experiments. Comparing the result by program to the one by experiment, the comparison indicated that the proposed segmentation method for the thermal respose analysis present fairly a good agreement with experiment.

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초음속 노즐의 열구조 연성 해석에 관한 연구 (A study on Thermo-Structural Analysis of Supersonic Nozzle)

  • 김경식;임설;김대승;조승환
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2011년도 제37회 추계학술대회논문집
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    • pp.488-491
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    • 2011
  • 금속 소재의 열구조 안정성을 파악하기 위해 고체연료 추진기관의 노즐에 대해 열구조 해석을 수행하였다. 금속 소재 노즐은 짧은 연소 시간이지만 고온, 고압의 연소가스에 직접 노출되어 열하중이 상당히 클 것으로 판단된다. 해석 결과를 통해 열하중의 영향을 예측하고 향 후 추력기 설계 자료로 이용하고자 한다.

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항공기 플랩 제어를 위한 선형 구동기의 구조 안전성 평가 (Evaluation of Structural Safety of Linear Actuator for Flap Control of Aircraft)

  • 김동협;김상우
    • 항공우주시스템공학회지
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    • 제13권4호
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    • pp.66-73
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    • 2019
  • 본 연구에서는 항공기 플랩 제어를 위한 선형 구동기의 기본 설계에 대한 구조 안전성을 평가하였다. 다물체 동역학 분석을 통해 선형 구동기의 기계적 운동을 이해하였고, 접촉 하중을 산출하여 유한요소해석 기반의 구조 분석에 적용하였다. 구조 분석에서는 선형 구동기의 설계 속도 조건에 대한 열, 정적 거동을 검토하였고, 구조적 안전성을 평가하였다. 또한 모드 해석을 수행하여 동적 거동을 분석하였다. 분석 결과, 모터가 225 rpm으로 작동 시 구동 로드는 약 5 mm/s로 병진 운동하였고, 기어 간 최대 32.83 N의 접촉 하중이 발생하였다. 한편, 최대 열 응력과 정 응력은 철의 항복강도의 약 1.57%, 78%로 발생하였고, 각 부품은 서로의 공진 주파수를 회피하였다. 따라서 제안된 선형 구동기의 기본설계는 구조적으로 안전하며, 공진에 대해 안정적임을 밝혔다.

Numerical studies on shear connectors in push-out tests under elevated temperatures

  • Wang, Aaron J.
    • Structural Engineering and Mechanics
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    • 제39권3호
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    • pp.317-338
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    • 2011
  • Three-dimensional thermal and mechanical coupled finite element models are proposed to study the structural behaviours of shear connectors under fire. Concrete slabs, steel beams and shear connectors are modelled with eight-noded solid elements, and profiled steel deckings are modelled with eight-noded shell elements. Thermal, mechanical and geometrical nonlinearities are incorporated into the models. With the proper incorporation of thermal and mechanical contacts among steel beams, shear connectors, steel deckings and concrete slabs, both of the models are verified to be accurate after the validation against a series of push-out tests in the room temperature or under the standard fire. Various thermal and mechanical responses are also extracted and observed in details from the results of the numerical analyses, which gives a better understanding of the structural behavior of shear connectors under elevated temperatures.

316L 시험원통의 열라체팅 구조시험에 관한 연구 (A Study on Thermal Ratcheting Structure Test of 316L Test Cylinder)

  • 이형연;김종범;구경회
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집A
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    • pp.243-249
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    • 2001
  • In this study, the progressive inelastic deformation, so called, thermal ratchet phenomenon which can occur in high temperature liquid metal reactor was simulated with thermal ratchet structural test facility and 316L stainless steel test cylinder. The inelastic deformation of the reactor baffle cylinder can occur due to the moving temperature distribution along the axial direction as the hot free surface moves up and down under the cyclic heat-up and cool-down of reactor operations. The ratchet deformations were measured with the laser displacement sensor and LVDTs after cooling the structural specimen which experiences thermal load up to $550^{\circ}$ and the temperature differences of about $500^{\circ}C$. During structural thermal ratchet test, the temperature distribution of the test cylinder along the axial direction was measured from 28 channels of thermocouples and the temperatures were used for the ratchet analysis. The thermal ratchet deformation analysis was performed with the NONSTA code whose constitutive model is nonlinear combined kinematic and isotropic hardening model and the test results were compared with those of the analysis. Thermal ratchet test was carried out with respect to 9 cycles of thermal loading and the maximum residual displacements were measured to be 1.8mm. It was shown that thermal ratchet load can cause a progressive deformation to the reactor structure. The analysis results with the combined hardening model were in reasonable agreement with those of the tests.

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Effects of the structural strength of fire protection insulation systems in offshore installations

  • Park, Dae Kyeom;Kim, Jeong Hwan;Park, Jun Seok;Ha, Yeon Chul;Seo, Jung Kwan
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제13권1호
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    • pp.493-510
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    • 2021
  • Mineral wool is an insulation material commonly used in passive fire protection (PFP) systems on offshore installations. Insulation materials have only been considered functional materials for thermal analysis in the conventional offshore PFP system design method. Hence, the structural performance of insulation has yet to be considered in the design of PFP systems. However, the structural elements of offshore PFP systems are often designed with excessive dimensions to satisfy structural requirements under external loads such as wind, fire and explosive pressure. To verify the structural contribution of insulation material, it was considered a structural material in this study. A series of material tensile tests was undertaken with two types of mineral wool at room temperature and at elevated temperatures for fire conditions. The mechanical properties were then verified with modified methods, and a database was constructed for application in a series of nonlinear structural and thermal finite-element analyses of an offshore bulkhead-type PFP system. Numerical analyses were performed with a conventional model without insulation and with a new suggested model with insulation. These analyses showed the structural contribution of the insulation in the structural behaviour of the PFP panel. The results suggest the need to consider the structural strength of the insulation material in PFP systems during the structural design step for offshore installations.

페룰 가공용 초정밀 무심 연삭기의 구조적 및 열적 민감도 해석 (Structural and Thermal Sensitivity Analysis of a High-Precision Centerless Grinding Machine for Machining Ferrules)

  • 김석일;이원재
    • 대한기계학회논문집A
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    • 제30권12호
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    • pp.1634-1641
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    • 2006
  • High-precision centerless grinding machines are emerging as a means of finishing the outer diameter grinding process required for ferrules, which are widely used as fiber optic connectors. In this study, a sensitivity analysis for structural and thermal characteristics was carried out using a virtual prototype of a centerless grinding machine to realize systematic design technology and performance improvements required to manufacture ferrules. The prototype consisted of a concrete-filled bed, hydrostatic grinding wheel (GW) and regulating wheel (RW) spindle systems, a hydrostatic RW table feed mechanism, a RW swivel mechanism, and on-machine GW and RW dressers. The results of the structural sensitivity analysis illustrated that the vertical stiffness of hydrostatic guideway for the RW table feed system greatly influenced the horizontal loop stiffness, and the results of the thermal sensitivity analysis illustrated that the heat generation rates at hydrostatic bearings and belt pulley greatly influenced the temperature rise of hydrostatic bearings and the deviation of thermal displacement between GW and RW.

ASSESSMENT OF THERMAL FATIGUE IN MIXING TEE BY FSI ANALYSIS

  • Jhung, Myung Jo
    • Nuclear Engineering and Technology
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    • 제45권1호
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    • pp.99-106
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    • 2013
  • Thermal fatigue is a significant long-term degradation mechanism in nuclear power plants. In particular, as operating plants become older and life time extension activities are initiated, operators and regulators need screening criteria to exclude risks of thermal fatigue and methods to determine significant fatigue relevance. In general, the common thermal fatigue issues are well understood and controlled by plant instrumentation at fatigue susceptible locations. However, incidents indicate that certain piping system Tee connections are susceptible to turbulent temperature mixing effects that cannot be adequately monitored by common thermocouple instrumentations. Therefore, in this study thermal fatigue evaluation of piping system Tee-connections is performed using the fluid-structure interaction (FSI) analysis. From the thermal hydraulic analysis, the temperature distributions are determined and their results are applied to the structural model of the piping system to determine the thermal stress. Using the rain-flow method the fatigue analysis is performed to generate fatigue usage factors. The procedure for improved load thermal fatigue assessment using FSI analysis shown in this study will supply valuable information for establishing a methodology on thermal fatigue.