• 제목/요약/키워드: Adiabatic temperature

검색결과 408건 처리시간 0.025초

저항점용접(抵抗點熔接)에 따른 과도적(過渡的) 냉각(冷却) 온도이력(溫度履歷) (Transient Temperature Drstributions in a Adiabatic Plate Due to Resistance Spot Welding)

  • 김효철
    • 대한조선학회지
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    • 제9권1호
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    • pp.15-20
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    • 1972
  • As the technique of resistance spot welding became more and more advanced the factors hitherto considered secondary become more and more important. Among these factors the distribution of heat and temperature during resistance spot welding is particularly important in conjunction with thermal stress, strain and residual stress, strain problems. The analytical investigations upon the transient temperature due to resistance spot welding were made for the carbon steel plate and aluminum alloy plate. The numerical values obtained by the analytical investigation are nearly identical with the temperature distribution which obtained by D.J. Sullivan and some other experimental data. It was thought therefore useful to estimate the heat effect upon the material such as a residual stress and strain, metalurgical change, change in physical properties and etc.

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매스 콘크리트의 수화열과 온도 응력 해석 (Analysis of Heat of Hydration and Thermal Stresses in Mass Concrete)

  • 박영진;김진근;전상은;방기성
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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    • pp.281-286
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    • 1999
  • Nonlinear temperature distribution induced by the hydration heat generates thermal stress in mass concrete. At early ages, such thermal stress may induce thermal cracks in the structure which can affect on the durability and safety of the structure. Up to now, a lot of works have focused on the prediction of temperature distribution and thermal stress in the structure. In most of such works, however, the inside of structure was considered as adiabatic state to predict temperature distribution and the thermal stress. And due to the lacks of appropriate analysis models after crack, there was little research on the crack occurrence. This paper deals with the prediction of the temperature distribution in the structure using the rate of hydration heat generation and also estimates the behavior of structure before and after cracking due to hydration heat using crack band model.

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부력의 영향을 포함한 점탄성 유체의 열전달에 관한 수치해석 (Numerical Analysis on Heat Transfer of Viscoelastic Fluid including Buoyancy Effect)

  • 손창현;안성태;장재환
    • 대한기계학회논문집B
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    • 제24권4호
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    • pp.495-503
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    • 2000
  • The present numerical study investigates flow characteristics and heat transfer enhancement of the viscoelastic non-Newtonian fluid in a 2:1 rectangular duct. The combined effect of temperature-dependent viscosity, buoyancy and secondary flow caused by second normal stress difference are all considered. The Reiner-Rivlin model is used as a viscoelastic fluid model to simulate the secondary flow and temperature-dependent viscosity model is adopted. Three types of thermal boundary conditions involving different combinations of heated walls and adiabatic walls are considered in this study. Calculated Nusselt numbers are in good agreement with experimental results in both the thermal developing and thermally developed regions. The heat transfer enhancement can be explained by the combined viscoelasticity-driven secondary flow, buoyancy-induced secondary flow and temperature-dependent viscosity.

가돌리늄의 자기열량효과에 대한 실증실험 (Demonstrative Experiments on the Magnetocaloric Effect of Gadolinium)

  • 이종석
    • 설비공학논문집
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    • 제16권4호
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    • pp.383-389
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    • 2004
  • Magnetic refrigeration is based on the magnetocaloric effect (MCE) - the ability of some materials to heat up when magnetized and cool down when removed from the magnetic field. The available techniques for studying the MCE we: (1) direct measurements by monitoring the change in the material's temperature during the application or removal of the magnetic field; and (2) indirect calculations from the experimental data of magnetization and/or specific heat as a function of the temperature and magnetic field. The MCE of gadolinium (Gd) has been demonstrated by direct measurements of temperature change, and isothermal magnetic entropy changes and adiabatic temperature changes have been calculated.

한중콘크리트 시공시 표면 단열재 변화에 따른 콘크리트의 온도이력 특성 (The Properties of Temperature History of Concrete with Surface Insulating Material in Cold Weather Concreting)

  • 문학용;신동안;김경민;김기철;오선교;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2003년도 학술.기술논문발표회
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    • pp.7-11
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    • 2003
  • This study investigate the hydration heat history with variation of surface insulating material in cold weather concreting. According to the results, the temperature of concrete lowers below zero in 24hours, so early frost damage occurs in the case of exposure and 1 fold bubble sheet, but the lowest temperature keeps above zero, so a adiabatic effect is very favorable in the case of double bubble sheet and 부직포. Compressive strength of core specimen at 7 and 28 days is highest In the case of double bubble sheet and 부직포. But, considering convenience of construction and economical efficiency, it is thought that the most effective surface insulating material is 1 fold bubble sheet +blanket.

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CARS를 이용한 화염내부 온도분포 측정연구 (Study on Coherent Anti-Stokes Raman Spectroscopy for Measuring Temperature Profile in a Flame)

  • 한재원;박승암;이은성;이충희;강경태;정석호
    • 한국광학회지
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    • 제3권4호
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    • pp.266-272
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    • 1992
  • 화염내부의 온도분포를 측정하기 위하여 코헤런트 라만분광 기술을 연구하였다. 측정의 공간분해능을 높이기 위하여 상자형 위상정합 방법을 사용하여 CARS 신호를 측정하였다. 측정된 CARS신호를 이용하여 화염의 온도를 계산하는 프로그램을 연구하였다. 섭동이론을 이용하여 에너지 간격법칙으로 기술되는 질소 분자의 라만 Q-가지 분광선의 선폭확대 효과를 온도계산 프로그램에 삽입하였다. 에너지 간격법칙을 이용하여 계산된 화염내부의 온도 분포가 열전대로 측정된 오도와 계산에 의해 구해진 단열 화염 온도와 적절히 일치함을 확인하였다.

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플라이애쉬를 혼합한 매스콘크리트의 품질관리 (The Quality Control of Mass Concrete mixed with Fly-Asy)

  • 박칠림;권영호;이상수;김동석;박상준
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 가을 학술발표대회 논문집(III)
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    • pp.940-945
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    • 1998
  • Recently, serious cracking problems have been reported in this country while the process of actual massive concrete construction. he hydration heat arising from the chemical reaction of cement with water causes temperature differentials in between inside and outside of a structural member, and these temperature differentials induce thermal stresses. In this paper, we described on the practical application and quality control of the mass concrete mixed with fly-ash. This project is investigating adiabatic temperature rise test of concrete, mock-up test in the laboratory, ad B/P before placing the mass concrete in site. As a result, we can be prevent temperature cracking from the cement hydration heat of mass concrete and also can be showed up secure quality control flow chart of mass concrete.

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혼화재료의 조합사용에 따른 콘크리트의 기초물성 및 단열온도상승 특성 (Fundamental Properties and Adiabatic Temperature Rise of Concrete with the Combination of Mineral and Chemical Admixture)

  • 전충근;김종;신동안;윤기원;한천구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 봄학술 발표회 논문집(II)
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    • pp.345-348
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    • 2005
  • This paper presents the result of adiabetic temperature rise and fundamental properties of concrete combining admixtures. According to results, difference of setting time with I5.5hours is observed between S-P and R-F30 mixture. Based on the adiabetic temperature rise test, 8$^{circ}C$of heat producted occurs between E-P and R-F30 mixture. is applied to estimate the temperature rising under adiabetic curing condition, which exhibits closer consistency with tested value. The function mentioned above can account for the effect of dormant period in hydration process at early stage on hydration heat production. It reveals that the consideration of placing layer based on the mixture adjustment(E-P mixture at top layer and R-F30 mixture at bottom layer) in mass concreting will contribute to reduce hydration heat as well as alleviate tensile stress discrepancy between placing layer.

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결합재에 따른 자기충전 콘크리트의 시공성 및 경제성 평가에 관한 실험적 연구 (An Experimental Study on the Construction Performances and Economical Evaluation of the Self-compacting Concrete by Cementitious Materials)

  • 권영호
    • 콘크리트학회논문집
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    • 제29권3호
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    • pp.315-322
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    • 2017
  • 본 연구는 결합재에 따른 자기충전 콘크리트의 현장 최적배합비의 선정 및 이에 따른 현장 시공성과 경제성을 평가하기 위한 것이다. 결합재로 슬래그 함량이 46.5%인 슬래그계와 $C_2S$함량이 51.4%인 벨라이트계, 그리고 석회석 미분말이 사용되었다. 물-시멘트비를 대상으로 유동성, 충전성, 재령별 압축강도를 측정하여 현장 최적배합조건을 선정하였으며, 이에 따른 평가항목으로 응결시간, 블리딩, 침하깊이, 단열온도 상승시험을 실시하였다. 현장 시공성 및 경제성 평가를 위하여 현장시공에 따른 콘크리트 물량과 재료비를 분석하였다. 실험결과, 유동성 및 압축강도에 만족하는 물-시멘트비는 슬래그계 41.0%, 벨라이트계 51.0%이며, 응결시간 및 블리딩량 종료시간은 슬래그계가 빨랐지만, 블리딩량은 슬래그계가 큰 것으로 나타났다. 단열온도 상승량 및 상승속도는 벨라이트계가 낮은 것으로 나타났다. 또한 배처 플랜트의 최적 배합시간은 75초가 적합하였으며 생산량은 $100{\sim}110m^3/hr$이었다. 재료비 및 콘크리트 물량에서 벨라이트계가 슬래그계보다 각각 14.0% 및 3.3% 절감되는 것으로 나타났기 때문에, 재령별 압축강도 발현을 제외하면 벨라이트계 자기충전 콘크리트가 시공성 및 경제성 등에서 우수하였다.

재생기효율을 고려한 스터링기관의 예비설계 (The Preliminary Design of Stirling Engines Considering the Regenerator Effectiveness)

  • 유호선;노승탁
    • 대한기계학회논문집
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    • 제14권5호
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    • pp.1356-1364
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    • 1990
  • 본 연구에서는 단열해석에 재생기효율을 고려함으로써 보다 합리적인 예비설 계조건을 도출하고자 함이다. 스터링기관용 재생기의 특성검토를 통하여 예비설계에 적합한 재생기효율을 정립하며, 기 발표된 단열모델에 대한 해석적 근사해에 적용하는 방법으로 접근한다. 재생기효율이 고려될 경우 기관의 기본형태와 연관된 위상각, 행정체적비, 불용체적비, 압축비등 설계인자의 최적조건에 관하여 취급하며 온도비, 비열비등 부여조건의 변화에 따른 영향을 검토한다.