• 제목/요약/키워드: thermal stress distributions

검색결과 186건 처리시간 0.029초

일체형 세라믹 열교환기의 전산 열응력 해석에 관한 연구 (A Study on Numerical Analysis of Thermal Stress for an Monolith Ceramic Heat Exchanger)

  • 팽진기;김기철;윤영환
    • 설비공학논문집
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    • 제21권11호
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    • pp.613-620
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    • 2009
  • The thermal stresses of a ceramic heat exchanger were analyzed numerically since the ceramic material is good in heat resistance but weak in the thermal stress. The analysis of thermal stress was conducted in the ceramic core with two boundary conditions depending on bolt jointing. The thermal stresses were computed by applying temperature and pressure distributions obtained from the numerical results of conjugate heat transfer to ANSYS WORKRBENCH. When number of bolt joining halls was reduced from $8\times2$ to $4\times2$, the maximum principal stresses decrease by 47.6~50.5% and increase in safety factors by 2.18~2.5 for ultimate tensile strength. Thus, it can be said that bolt joining halls should be minimized in ceramic heat exchanger to be efficient in reducing thermal stress. In addition, the width of particular gas flow passages were revised from 52 mm to 42 mm to reduce maximum thermal stresses since certain passages experienced high thermal stresses. From the revision, safety factors were increased by 13.8~14.1% for the boundary condition of $4\times2$ bolt joining halls. Therefore, it is suggested that thermal stress can be reduced by changing local geometry of a ceramic heat exchanger.

Thermo mechanical analysis of a ceramic coated piston used in a diesel engine

  • Buyukkaya, Ekrem;Cerit, Muhammet;Coban, Mehmet
    • Steel and Composite Structures
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    • 제21권2호
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    • pp.429-442
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    • 2016
  • The aim of this paper is to determine temperature and stress distributions in a ceramic based on Partially Stabilized Zirconia coated steel piston crown by using plasma spraying for improving performance of a marine diesel engine. Effects of coating constituent and thickness on temperature and stress distributions were investigated including comparisons with results from an uncoated piston by means of finite element method namely ANSYS. Temperature developed at the coated surface is significantly higher than that of the uncoated piston. The maximum stress components occur between bond coat and adjacent ceramic layer. Provided that coating thickness is constant as 0.5 mm, when numbers of layers increase, magnitude of the normal stress decrease about 34.1% on the base metal surface according to uncoated piston, but the base metal surface temperature of the steel piston increase about 13.1%.

경사기능층의 디자인에 의한 열응력분산재료 합성에 관한 연구 (Synthesis of the material releasing thermal stress by designing FGM)

  • 김유택;박진호
    • 한국결정성장학회지
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    • 제9권2호
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    • pp.240-244
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    • 1999
  • 화학기상증착법(CVD)을 사용하여 graphite 기판 위에 단층의 SiC와 SiC/C 경사기능층을 증착시켰다. 먼저 상업적인 전산 구조 해석 프로그램을 사용하여 열충격하에 있는 재료층 내부의 온도 분포 및 열응력 분포를 계산하였고, 계산에 의해 설계, 제작된 경사기능층 시편들의 열특성을 조사하였다. 열충격 시험결과, 경사기능층 시편들이 계면에서 매우 효율적인 열응력 이완특성을 나타내는 것을 알 수 있었고, $\Delta$T=1600K의 열충격에도 변형이 없음을 알 수 있었다.

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An experimental and numerical study on temperature gradient and thermal stress of CFST truss girders under solar radiation

  • Peng, Guihan;Nakamura, Shozo;Zhu, Xinqun;Wu, Qingxiong;Wang, Hailiang
    • Computers and Concrete
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    • 제20권5호
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    • pp.605-616
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    • 2017
  • Concrete filled steel tubular (CFST) composite girder is a new type of structures for bridge constructions. The existing design codes cannot be used to predict the thermal stress in the CFST truss girder structures under solar radiation. This study is to develop the temperature gradient curves for predicting thermal stress of the structure based on field and laboratory monitoring data. An in-field testing had been carried out on Ganhaizi Bridge for over two months. Thermal couples were installed at the cross section of the CFST truss girder and the continuous data was collected every 30 minutes. A typical temperature gradient mode was then extracted by comparing temperature distributions at different times. To further verify the temperature gradient mode and investigate the evolution of temperature fields, an outdoor experiment was conducted on a 1:8 scale bridge model, which was installed with both thermal couples and strain gauges. The main factors including solar radiation and ambient temperature on the different positions were studied. Laboratory results were consistent with that from the in-field data and temperature gradient curves were obtained from the in-field and laboratory data. The relationship between the strain difference at top and bottom surfaces of the concrete deck and its corresponding temperature change was also obtained and a method based on curve fitting was proposed to predict the thermal strain under elevated temperature. The thermal stress model for CFST composite girder was derived. By the proposed model, the thermal stress was obtained from the temperature gradient curves. The results using the proposed model were agreed well with that by finite element modelling.

플립칩 패키지 구성 요소의 열-기계적 특성 평가 (Thermo-Mechanical Interaction of Flip Chip Package Constituents)

  • 박주혁;정재동
    • 한국정밀공학회지
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    • 제20권10호
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    • pp.183-190
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    • 2003
  • Major device failures such as die cracking, interfacial delamination and warpage in flip chip packages are due to excessive heat and thermal gradients- There have been significant researches toward understanding the thermal performance of electronic packages, but the majority of these studies do not take into account the combined effects of thermo-mechanical interactions of the different package constituents. This paper investigates the thermo-mechanical performance of flip chip package constituents based on the finite element method with thermo-mechanically coupled elements. Delaminations with different lengths between the silicon die and underfill resin interfaces were introduced to simulate the defects induced during the assembly processes. The temperature gradient fields and the corresponding stress distributions were analyzed and the results were compared with isothermal case. Parametric studies have been conducted with varying thermal conductivities of the package components, substrate board configurations. Compared with the uniform temperature distribution model, the model considering the temperature gradients provided more accurate stress profiles in the solder interconnections and underfill fillet. The packages with prescribed delaminations resulted in significant changes in stress in the solder. From the parametric study, the coefficients of thermal expansion and the package configurations played significant roles in determining the stress level over the entire package, although they showed little influence on stresses profile within the individual components. These observations have been implemented to the multi-board layer chip scale packages (CSP), and its results are discussed.

연주 설비용 몰드 오실레이터의 강건 설계 (Robust Design of the Mold Oscillator of continuous Casting Machine)

  • 박용태;이창수;황운봉;강기판;신건
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2002년도 춘계학술대회 논문집
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    • pp.782-785
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    • 2002
  • The goal of this research is to deduce the robust design of mold oscillator of the continuous casting machine. In the case of the system operated in the high temperature condition, the structural problems caused by the heat are dominant. Therefore, the thermal stress is considered with the connection of the thermal and structural analyses. The cooling ability of the water jacket was estimated and the robustness of mold oscillator was judged with the displacement and stress distributions obtained by the finite element method. The analytic results were compared with the real values of the iron mill.

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열 및 습도전달을 고려한 세라믹 애자 건조공정의 유한요소 해석 (Finite Element Analysis for Drying Process of Ceramic Electric Insulator Considering Heat and Moisture Transfer)

  • 금영탁;정준호;김준한
    • 대한기계학회논문집B
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    • 제25권1호
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    • pp.36-46
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    • 2001
  • Finite element analyses of the ceramic drying process are performed. The heat and moisture movements in green ceramics caused by temperature gradient, moisture gradient, conduction, convection and evaporation are considered. The finite element formulation for solving the temperature and moisture distributions which not only change the volume but also induce the hygro-thermal stress is carried out. In order to verify the formulation, the drying process of a ceramic electric insulator is simulated. Temperature distribution, moisture distribution, and hygro-thermal stress are compared with those of other researcher. Good agreements are achieved.

2D deformation in initially stressed thermoelastic half-space with voids

  • Abbas, Ibrahim A.;Kumar, Rajneesh
    • Steel and Composite Structures
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    • 제20권5호
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    • pp.1103-1117
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    • 2016
  • The present investigation is to study the plane problem in initially stressed thermoelastic half-space with voids due to thermal source. Lord-Shulman (Lord and Shulman 1967) theory of thermoelasticity with one relaxation time has been used to investigate the problem. A particular type of thermal source has been taken as an application of the approach. Finite element technique has been used to solve the problem. The components of displacement, stress, temperature change and volume fraction field are computed numerically. The resulting quantities are depicted graphically for different values of initial stress parameter. The relaxation time and the initial stress parameter have a significant effect on all distributions.

가압열충격 사고에 대한 원자로 용기의 최대 허용 기준무연성천이온도 (Maximum Allowable $RT_{NDT}$ of Nuclear Reactor Vessel for Pressurized Thermal Shock Accident)

  • 정명조;박윤원;송선호
    • 전산구조공학
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    • 제11권1호
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    • pp.153-160
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    • 1998
  • 본 연구에서는 가압열충격 사고로 소형 냉각재 상실사고를 가정하여 냉각재의 온도와 압력의 이력으로 부터 용기 벽의 온도분포를 구하고, 이로 부터 열응력과 압응력을 해석적으로 구하였다. 또 균열 선단에서의 응력강도계수와 파괴인성치를 ASME코드의 방법을 이용하여 구하였고, 이들을 시간에 따라 비교하여 균열의 진전여부를 평가하였다. 원자로 용기 벽에 존재하는 여러 형태의 균열이 견딜 수 있는 최대 기준무연성천이온도를 결정하였으며 평가 결과에 대하여 고찰하였다.

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매스 콘크리트 구조물의 연속 분할타설시 타설블록의 크기 및 타설순서를 고려한 합리적인 수화열 해석 (Realistic Analysis Method for Continuously Block-Placed Mass Concrete Structures Considering Block Size and Sequence of Concrete Placement)

  • 오병환;전세진;유성원
    • 콘크리트학회논문집
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    • 제11권3호
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    • pp.59-67
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    • 1999
  • The mass concrete structures are generally constructed in an incremental manner by deviding the whole structures by a series of many blocks. The temperature and stress distributions of any specific block are continuously affected by the blocks placed before and after the specific block. For an accurate analysis of mass concrete structures, the sequence of all the blocks must be accordingly considered including the change of material properties with time for those blocks considered. The purpose of this study is to propose a realistic analysis method which can take into account not only the influence of the sequence, time interval and size of concrete block placement on the temperatures and stresses, but also the change of material properties with time. It is seen from this study that the conventional simplified analysis, which neglects material property changes of some blocks with time and does not consider the effect of adjacent blocks in the analysis, may yield large discrepancies in the temperature and stress distributions of mass concrete structures. This study gives a method to choose the minimum number of blocks required to obtain reasonably accurate results in analysis. The study provides a realistic method which can determine the appropriate size and time interval of block placement, and can be efficiently used in the design and construction of mass concrete structures.