• 제목/요약/키워드: Elevated Temperature Structure

검색결과 148건 처리시간 0.027초

Thermal-pressure loading effect on containment structure

  • Kwak, Hyo-Gyoung;Kwon, Yangsu
    • Structural Engineering and Mechanics
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    • 제50권5호
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    • pp.617-633
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    • 2014
  • Because the elevated temperature degrades the mechanical properties of materials used in containments, the global behavior of containments subjected to the internal pressure under high temperature is remarkably different from that subjected to the internal pressure only. This paper concentrates on the nonlinear finite element analyses of the nuclear power plant containment structures, and the importance for the consideration of the elevated temperature effect has been emphasized because severe accident usually accompanies internal high pressure together with a high temperature increase. In addition to the consideration of nonlinear effects in the containment structure such as the tension stiffening and bond-slip effects, the change in material properties under elevated temperature is also taken into account. This paper, accordingly, focuses on the three-dimensional nonlinear analyses with thermal effects. Upon the comparison of experiment data with numerical results for the SNL 1/4 PCCV tested by internal pressure only, three-dimensional analyses for the same structure have been performed by considering internal pressure and temperature loadings designed for two kinds of severe accidents of Saturated Station Condition (SSC) and Station Black-out Scenario (SBO). Through the difference in the structural behavior of containment structures according to the addition of temperature loading, the importance of elevated temperature effect on the ultimate resisting capacity of PCCV has been emphasized.

DESIGN STUDY OF AN IHX SUPPORT STRUCTURE FOR A POOL-TYPE SODIUM-COOLED FAST REACTOR

  • Park, Chang-Gyu;Kim, Jong-Bum;Lee, Jae-Han
    • Nuclear Engineering and Technology
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    • 제41권10호
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    • pp.1323-1332
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    • 2009
  • The IHX (Intermediate Heat eXchanger) for a pool-type SFR (Sodium-cooled Fast Reactor) system transfers heat from the primary high temperature sodium to the intermediate cold temperature sodium. The upper structure of the IHX is a coaxial structure designed to form a flow path for both the secondary high temperature and low temperature sodium. The coaxial structure of the IHX consists of a central downcomer and riser for the incoming and outgoing intermediate sodium, respectively. The IHX of a pool-type SFR is supported at the upper surface of the reactor head with an IHX support structure that connects the IHX riser cylinder to the reactor head. The reactor head is generally maintained at the low temperature regime, but the riser cylinder is exposed in the elevated temperature region. The resultant complicated temperature distribution of the co-axial structure including the IHX support structure may induce a severe thermal stress distribution. In this study, the structural feasibility of the current upper support structure concept is investigated through a preliminary stress analysis and an alternative design concept to accommodate the IHTS (Intermediate Heat Transport System) piping expansion loads and severe thermal stress is proposed. Through the structural analysis it is found that the alternative design concept is effective in reducing the thermal stress and acquiring structural integrity.

Exposure to elevated temperatures and cooled under different regimes-a study on polypropylene concrete

  • Yaragal, Subhash C.;Ramanjaneyulu, S.
    • Advances in materials Research
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    • 제5권1호
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    • pp.21-34
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    • 2016
  • Fire is one of the most destructive powers to which a building structure can be subjected, often exposing concrete elements to elevated temperatures. The relative properties of concrete after such an exposure are of significant importance in terms of the serviceability of buildings. Unraveling the heating history of concrete and different cooling regimes is important for forensic research or to determine whether a fire-exposed concrete structure and its components are still structurally sound or not. Assessment of fire-damaged concrete structures usually starts with visual observation of colour change, cracking and spalling. Thus, it is important to know the effect of elevated temperatures on strength retention properties of concrete. This study reports the effect of elevated temperature on the mechanical properties of the concrete specimen with polypropylene fibres and cooled differently under various regimes. In the heating cycle, the specimen were subjected to elevated temperatures ranging from $200^{\circ}C$ to $800^{\circ}C$, in steps of $200^{\circ}C$ with a retention period of 1 hour. Then they were cooled to room temperature differently. The cooling regimes studied include, furnace cooling, air cooling and sudden cooling. After exposure to elevated temperatures and cooled differently, the weight loss, residual compressive and split tensile strengths retention characteristics were studied. Test results indicated that weight and both compressive and tensile strengths significantly reduce, with an increase in temperature and are strongly dependent on cooling regimes adopted.

연신한 PP filament의 승온열처리에 의한 결정구조 변화에 관한 연구 (A Study On Crystalline Structure Change by Isothermally Annealed after Elevated heating of drawn PP filaments)

  • 이은우
    • 한국산업융합학회 논문집
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    • 제3권4호
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    • pp.345-351
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    • 2000
  • The change of crystalline structure of drawn PP filaments were investigated. Samples were treated by isothermally annealed after elevated heating from $20^{\circ}C$. Measurements were carried out with XRD for crystallite size and density gradient tube for crystallinity. Isothermally heat treatment were carried out at the temperature of $100^{\circ}C$, $120^{\circ}C$ and $140^{\circ}C$ for 10min., 30min. and 60min. in dry oven. The isothermal heat treatment after elevated heating from $20^{\circ}C$ were carried out at the temperature of $100^{\circ}C$, $120^{\circ}C$ and $140^{\circ}C$ for 10min., 30min. and 60min. with heating rate of $1^{\circ}C$/min., $5^{\circ}C$/min. and $10^{\circ}C$/min. From the results of this study, it found the following facts. It was found that the crystallinity and crystallite size of (110) plane of sample were increased with increasing of annealed temperature and time. Also crystallinity and crystallite size of samples which were isothermally annealed after elevated heating from $20^{\circ}C$ were higher than those of isohtermally annealed samples.

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CHARACTERISTICS OF WALL IMPINGEMENT AT ELEVATED TEMPERATURE CONDITIONS ON GDI SPRAY

  • Park, J.;Im, K.S.;Kim, H.;Lai, M.C.
    • International Journal of Automotive Technology
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    • 제5권3호
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    • pp.155-164
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    • 2004
  • The direct injection gasoline spray-wall interaction was characterized inside a heated pressurized chamber using various visualization techniques, including high-speed laser-sheet macroscopic and microscopic movies up to 25,000 frames per second, shadowgraph, and double-spark particle image velocimetry. Two hollow cone high-pressure swirl injectors having different cone angles were used to inject gasoline onto a heated plate at two different impingement angles. Based on the visualization results, the overall transient spray impingement structure, fuel film formation, and preliminary droplet size and velocity were analyzed. The results show that upward spray vortex inside the spray is more obvious at elevated temperature condition, particularly for the wide-cone-angle injector, due to the vaporization of small droplets and decreased air density. Film build-up on the surface is clearly observed at both ambient and elevated temperature, especially for narrow cone spray. Vapor phase appears at both ambient and elevated temperature conditions, particularly in the toroidal vortex and impingement plume. More rapid impingement and faster horizontal spread after impingement are observed for elevated temperature conditions. Droplet rebounding and film break-up are clearly observed. Post-impingement droplets are significantly smaller than pre-impingement droplets with a more horizontal velocity component regardless of the wall temperature and impingement angle condition.

Effect of damage on permeability and hygro-thermal behaviour of HPCs at elevated temperatures: Part 1. Experimental results

  • Gawin, D.;Alonso, C.;Andrade, C.;Majorana, C.E.;Pesavento, F.
    • Computers and Concrete
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    • 제2권3호
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    • pp.189-202
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    • 2005
  • This paper presents an analysis of some experimental results concerning micro-structural tests, permeability measurements and strain-stress tests of four types of High-Performance Concrete, exposed to elevated temperatures (up to $700^{\circ}C$). These experimental results, obtained within the "HITECO" research programme are discussed and interpreted in the context of a recently developed mathematical model of hygro-thermal behaviour and degradation of concrete at high temperature, which is briefly presented in the Part 2 paper (Gawin, et al. 2005). Correlations between concrete permeability and porosity micro-structure, as well as between damage and cracks' volume, are found. An approximate decomposition of the thermally induced material damage into two parts, a chemical one related to cement dehydration process, and a thermal one due to micro-cracks' development caused by thermal strains at micro- and meso-scale, is performed. Constitutive relationships describing influence of temperature and material damage upon its intrinsic permeability at high temperature for 4 types of HPC are deduced. In the Part II of this paper (Gawin, et al. 2005) effect of two different damage-permeability coupling formulations on the results of computer simulations concerning hygro-thermo-mechanical performance of concrete wall during standard fire, is numerically analysed.

ET filament의 승온열처리에 의한 구조 및 물성에 관한 연구 (A Study On the Structure and Mechanical Properties of Isothermally Annealed after Elevated heating of PET filaments)

  • 이은우
    • 한국산업융합학회 논문집
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    • 제6권4호
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    • pp.387-392
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    • 2003
  • The change of crystalline structure and mechanical properties of PET filaments were investigated. Samples were treated by isothermally annealed after elevated heating. Measurements were carried out of density gradient tube for crystallinity and UTM for initial modulus and yield stress. Isothermally heat treatment were carried out $100^{\circ}C$, $120^{\circ}C$, $140^{\circ}C$ for 10min., 30min., 60min, in silicon oil bath. And isothermally heat treatment after elevated heating from $20^{\circ}C$ were carried out $100^{\circ}C$, $120^{\circ}C$, $140^{\circ}C$ for 10min., 30min., 60min., with heating rate of $5^{\circ}C/min$., $10^{\circ}C/min$. From the results of this study, it found the following facts. It was found that the crystallinity, initial modulus and yield stress of samples were increased with increasing of annealed temperature and time. Also crystallinity, initial modulus and yield stress of samples which were isothermally annealed after elevated heating from $20^{\circ}C$ were larger than those of isohtermally annealed samples.

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고온 환경에 노출된 시멘트 경화체의 공극 구조 변화 (Pore Structure Changes in Hardened Cement Paste Exposed to Elevated Temperature)

  • 강승민;나승현;김경남;송명신
    • 한국세라믹학회지
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    • 제52권1호
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    • pp.48-55
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    • 2015
  • Hardened cement-based materials exposed to the high temperatures of a fire are known to experience change in the pore structure as well as microstructural changes that affect their mechanical properties and tend to reduce their durability. In this experimental investigation, hardened Portland cement pastes were exposed to elevated temperatures of 200, 400, 600, 800, and $1000^{\circ}C$ for 60 minutes, and the resulting damage was studied by thermogravimetry (TG), mercury intrusion porosimetry (MIP) and density measurements. These results revealed that the residual compressive strength is increased at temperatures greater than $400^{\circ}C$ due to a small pore size of 3 nm and/or rehydration of the dehydrated cement paste. However, a loss of the residual strength occurs at temperatures exceeding 500 and $600^{\circ}C$. This can be attributed to the decomposition of hydrates such as portlandite and to an increase in the total porosity.

Mo-Ni-Cu계 오스템퍼 구상흑연주철의 고온특성 (Elevated Temperature Tensile Properties of Austempered Ductile Irom)

  • 이영상;강인찬
    • 한국주조공학회지
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    • 제11권4호
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    • pp.323-330
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    • 1991
  • The relationships between the microstructure changes, retained austenite volume and elevated temperature tensile properties of Mo-Ni-Cu ADI corresponding to various austempering temperatures and time were investigated, After the $250^{\circ}C$ tensile test for the test piece austempered at $270^{\circ}C$ the accicular bainite structure was observed blunted under room temperature microscope. In the case of $370^{\circ}C$ austempering, the feathery bainite lath spacing was observed broadened. But after the $450^{\circ}C$ tensile test, bainitic features could not be observed. As the testing temperature increased, retained austenite volume tested at room temperature decreased. Especially, after the $450^{\circ}C$ tensile test retained austenite volume approached nearly to zero. A little higher tensile properties appeared at $250^{\circ}C$ testing than those at room temperature.

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온도와 $CO_{2}C$ 농도에 따른 배추의 광합성특성 및 세포조직의 변화 (Photosynthetic Characteristics and Cellular Tissue of Chinese Cabbage are Affected by Temperature and $CO_{2}C$ Concentration)

  • 이상규;문지혜;장윤아;이우문;조일환;김승유;고관달
    • 생물환경조절학회지
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    • 제18권2호
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    • pp.148-152
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    • 2009
  • 본 연구는 배추 재배시 기후변화에 대비하여 고온과 고농도의 이산화탄소 조건에서 생육반응과 세포조직의 변화를 알아보고자 수행하였다. 처리는 '대기중 온도+대기중 $CO_{2}$ 농도(Control)', '대기중 온도+대기보다 $CO_{2}$ 2배 상승(Elevated $CO_{2}$)' '(대기온도보다 4$^{\circ}C$ 상승+대기중 $CO_{2}$ 농도(Elevated temp.)', '대기온도보다 4$^{\circ}C$ 상승+대기보다 $CO_{2}$ 2배 상승(Elevated temp.+$CO_{2}$)'의 4가지 조건으로 처리하였다. 그 결과, 대기조건보다 온도만 높아지게 되면 배추의 생체중이 현저하게 저하되어 수량이 떨어지는 것으로 나타났고, 온도가 높아지고 $CO_{2}$ 농도가 동시에 올라가게 되면 생육이 어느정도 회복되는 것으로 나타났다. 또한 칼륨과 인산함량은 처리별로 차이가 없었지만 칼슘과 총질소함량은 온도만 높인 처리에서 높았고, 마그네슘 함량은 온도와 $CO_{2}$ 농도를 동시에 높인 처리에서 높게 나타났다. 배추잎의 세포 관찰결과 $CO_{2}$ 농도를 2배 정도 높인 처리에서 잎내의 전분함량이 증가하는 것으로 나타났고, 온도만 높인 처리에서 전분 함량이 가장 낮았다.