• 제목/요약/키워드: Maximum temperature rise

검색결과 223건 처리시간 0.025초

Strength Development of High-Strength Concrete in Structure

  • Msuda, Yochihiro
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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    • pp.31-45
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    • 2000
  • Because of the high unit cement content in the concrete mix, major concrete temperature rises are observed in the initial stages of hardening in structural members with large cross-sections made of high-strength concrete. While this temperature rise in the initial stages of hardening contributes to the initial development of the concrete strength, it also causes thermal cracking and obstructs medium to long-term increases of the concrete strength. In the study reports below, investigations were made on the effects of the concrete temperature rise in the initial stages of hardening on the medium to long-term development of the strength of structural concrete between the ages of 28 and 91 days. In the study, comparisons were made, for example, between the compressive strength of a control specimen subjected to standard curing at 28 days and the compressive strength of core specimens taken from structural members, and observations were made on the methods of evaluating the concrete strength in structure, defined here as the compressive strength of core specimens at 91 days. The results obtained indicate that, when the maximum temperature of the concrete is the structure does not exceed $60^{\circ}C$, the concrete strength in structure at the age of long-term will generally be greater than the compressive strength of the standard-curing specimens at 28 days, allowing one to evaluate the strength of the structural concrete in terms of the compressive strength of the 28-days standard-curing specimens. When, on the other hand, the maximum temperature of the concrete in the structure exceeds $60^{\circ}C$, the strength in concrete structure may be smaller than the compressive strength of the 28-days standard-curing specimens, creating risks in the evaluation of the concrete strength in structure by latter.

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휴대폰 전파인 인제 흡수전력량과 온도 상승량 산출 (Computation of Temperature Rising by Absorbed Power Radiated from a Portable Phone)

  • 이승학;김채영;강승진
    • 한국전자파학회논문지
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    • 제12권3호
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    • pp.409-426
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    • 2001
  • 본 논문은 유한차분 시간영역 해석법(Finite-Difference Time-Domain Method)을 사용하여 900 MHz용 휴대폰으로부터 방출된 전파의 인체 두부(頭部)에 흡수된 전력량을 산출하였고, 흡수전력으로 인한 두부내의 온도 상승량을 계산하였다. 이를 위하여 인체두부를 5층 매질로 모델링하였고, 휴대폰은 금속상자에 부착된 모노폴안테나로 모델링하였다. 모델링에 사용된 인체두부와 휴대폰의 크기는 상용의 값을 사용하였다. 사용된 모노폴 안테나의 길이는 8.16 cm이고, 휴대폰의 출력은 상용 900 MHz의 600 mW을 사용하였다. 설정된 모델링하에서 인체의 위해(危害)정도를 알려주는 지수는 1 g, 10 g 평균 北 흡수율(SAR-Specific Absorption Rate)의 분포를 계산하였고 이에 따른 1g, 10 g 평균 온도 상승량을 계산하였다. 그 결과 비흡수율이 최대가 되는 지점은 인체 두부의 피부 부분이었고 최대 온도 증가 위치는 이보다 안쪽부분에서 나타났다. 인체 두부와 휴대폰의 이격거리에 따른 SAR과 온돈 상승량을 계산하였다.

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도농복합도시 온도상승 영향요인 분석 - 경남 밀야시를 대상으로 - (Cause Analysis of the Rising Temperature in Mixed City of Urban and Rural Area - Case of Miryang City, Kyongsangnamdo -)

  • 홍석환
    • 한국환경생태학회지
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    • 제27권6호
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    • pp.757-764
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    • 2013
  • 본 연구는 도시와 농촌이 혼재되어 있는 도농복합도시인 밀양시를 대상으로 도시온도 상승에 관한 영향요인을 분석하고자 수행하였다. 이를 위해 1974년부터 2010년까지 36년간의 온도자료와 온도에 영향을 미칠 수 있는 도시환경변화 요소를 살펴보았다. 도시환경변화 요소는 생활패턴의 변화로 나타나는 사회적 요소와 도시 토지이용 변화에서 나타나는 구조적 측면에서 각각 살펴보았다. 연구결과 온도는 연평균기온과 연평균최고기온의 상승이 통계적으로 유의미하였으며 이에 가장 영향력이 높은 요인으로는 경작지 감소이었다. 일반적으로 경작지의 감소는 시가화지역 확대로 이어지므로 이는 동일한 관점에서 바라볼 필요성이 있었다. 경작지의 감소는 평균기온상승보다 한낮의 온도상승에 미치는 영향이 더 큰 것으로 나타나 경작지가 일중 가장 뜨거운 시기에 냉섬으로 작용한다고 볼 수 있었다. 경작지 면적의 $1km^2$ 감소는 약 $0.08^{\circ}C$의 연평균최고기온 상승을, 연평균기온의 약 $0.06^{\circ}C$ 상승을 유발하는 것으로 예측되었다.

한국연안해역에서의 해면수위의 변동에 관한 연구 (A Study on the Sea Level Variations in Korean Coastal Area)

  • 이경연;김동수;손창배;김창제
    • 해양환경안전학회지
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    • 제5권1호
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    • pp.19-27
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    • 1999
  • This paper is to estimate the long and short term variations of mean sea level in Korean coastal waters by identifying interrelations among the mean sea level, atmospheric pressure and air temperature along the coast. For this, long-term tidal data observed at tidal and weather observation stations were brought into a statistical analysis. It was noted that, in a general sense, an inverse relationship exists between the sea level and the atmospheric pressure and a positive relationship between the sea level and air temperature, respectively. The maximum difference of monthly mean sea level was in the range of 21 to 25 cm at the eastern and southeastern coasts, meanwhile more than 30 cm being in both in southern and western coasts. It was also noted that mean sea level continues to rise in a long-term basis. Long-term variation of mean sea level trends to rise 0.10 ∼ 0.44 cm per year for each region. However, the long-term variation of mean sea level in the isolated islands shows a different trend, Ullngdo being 0.41 cm fall per year and Chejudo being 0.44 cm rise per year.

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Determination of limiting temperatures for H-section and hollow section columns

  • Kwon, In-Kyu;Kwon, Young-Bong
    • Steel and Composite Structures
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    • 제13권4호
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    • pp.309-325
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    • 2012
  • The risk of progressive collapse in steel framed buildings under fire conditions is gradually rising due to the increasing use of combustible materials. The fire resistance of such steel framed buildings is evaluated by fire tests. Recently, the application of performance based fire engineering makes it easier to evaluate the fire resistance owing to various engineering techniques and fire science. The fire resistance of steel structural members can be evaluated by the comparison of the limiting temperatures and maximum temperatures of structural steel members. The limiting temperature is derived at the moment that the failure of structural member results from the rise in temperature and the maximum temperature is calculated by using a heat transfer analysis. To obtain the limiting temperatures for structural steel of grades SS400 and SM490 in Korea, tensile strength tests of coupons at high temperature were conducted. The limiting temperatures obtained by the tensile coupon tests were compared with the limiting temperatures reported in the literature and the results of column fire tests under four types of loading with different load ratios. Simple limiting temperature formulas for SS400 and SM490 steel based on the fire tests of the tensile coupons are proposed. The limiting temperature predictions using the proposed formulas were proven to be conservative in comparison with those obtained from H-section and hollow section column fire tests.

3.0T Brain MRI 검사 시 치아임플란트 시술 유무와 인체의 SAR, 체온 변화와의 상관관계에 관한 연구 : XFDTD 프로그램을 이용 (Study on the Correlation between the Change in SAR and Temperature of the Human Head by use Dental Implant on 3.0T Brain MRI : Using the XFDTD program)

  • 최대연;김동현
    • 한국방사선학회논문지
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    • 제11권3호
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    • pp.139-146
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    • 2017
  • Brain MRI 검사에서는 영상을 얻기 위해 RF Pulse를 인체에 조사하게 되는데 이때 조사된 RF Pulse 에너지의 상당부분은 우리 몸에 그대로 흡수되게 되고 이로 인해 인체의 온도가 상승하게 되는데 노출 정도에 따라 인체에 영향을 주게 된다. 동일한 RF Pulse 에너지를 주었더라도 인체에 금속이 삽입되었다면 금속으로 인해 인체의 전도도가 상당히 증가하기 때문에 SAR값이 증가하고 체온도 역시 상승할 것이다. 따라서 치아임플란트를 했을 때와 하지 않았을 때 인체의 머리에 나타나는 SAR값의 변화와 인체의 온도변화는 차이가 있지 않을까라는 의문으로 이번 연구를 시작하게 되었다. 실험은 3.0 Tesla MRI장비에서 발생되는 128MHz RF Pulse 주파수대에서 치아임플란트의 사용 유무에 따른 인체가 받는 SAR와 체온의 변화를 XFDTD 프로그램을 사용하여 인체두부 모델과 치아임플란트 모델을 활성화시켜 실험하였다. MRI장비에서 치아임플란트로 인해 인체두부 모델에 흡수되는 SAR의 평균값과 체온 상승을 살펴 본 결과 모두 증가하고 있음을 알 수 있다. 또한 계산 결과 평균 최대 SAR값과 뇌 부분의 최대 온도 상승이 국제 안전 기준치 이하로 나타났으나, 치아임플란트의 개수 증가에 따라 값이 변할 수 있으므로 그 영향을 간과할 수 없으며, 향후 과제로 치아임플란트 개수와 체적의 증가와 치아임플란트 재질에 따른 SAR, 온도 상승 시뮬레이션이 필요하다.

Low Temperature Tensile Properties of High Temperature Gas-nitrided Duplex Stainless Steel

  • On, Han-Yong;Kong, Jung-Hyun;Kim, Mi-Jeong;Park, Sang-Joon;Kang, Chang-Yong;Sung, Jang-Hyun
    • 열처리공학회지
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    • 제23권5호
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    • pp.263-268
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    • 2010
  • This investigation was focused on the low temperature tensile properties, phase change, changes in nitrogen content and corrosion resistance in the 22Cr-5Ni-3Mo duplex stainless steel after high temperature gas nitriding and solution annealing (HTGN-SA). From the HTGN-SA treatment, the duplex (ferrite + austenite) phase changed into austenite single phase. The nitrogen content of austenite single-phase steel showed a value of ~0.54%. For the HTGN-SA treated austenitic steel, tensile strength increased with lowering test temperature, on the other hand elongation showed the maximum value of 28.2% at $-100^{\circ}C$. The strain-induced martensitic transformation gave rise to lead the maximum elongation. After HTGN-SA treatment, corrosion resistance of the austenite single-phase steel increased remarkably compared with HTGN- treated steel.

당분과 수화시멘트 분말이 수화열 저감에 미치는 효과 (Effects of Sugar and Hydrated Cement Powder on the Reduction in Heat of Hydration)

  • 문훈;김지현;조용훈;이재용;정철우
    • 한국건축시공학회지
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    • 제14권2호
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    • pp.135-142
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    • 2014
  • 지연제는 수화열 저감에 이용될 수 있다. 대표적 지연제로는 설탕 및 포도당이 존재하는데, 이들은 응결시간의 지연효과가 너무 강해 조심하여 사용해야만 한다. 이러한 지연제의 효과적인 사용을 위해서는 지연효과를 상쇄시킬만한 기술의 개발이 필요하다. 본 연구에서는 촉진제로 물시멘트비 5의 수화시멘트 분말을 사용하였으며, 이를 지연제와 함께 사용하면 시멘트 페이스트의 최고 수화온도를 저감하면서 수화반응을 촉진할 수 있을 것으로 판단된다.

티타늄 황삭가공에 있어서 절삭공구의 마모 특성에 관한 연구 (A Study on Wear Characteristics of Cutting Tools in a Titanium Roughing Cut Machining)

  • 배명환;정화;박형렬
    • 한국자동차공학회논문집
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    • 제24권1호
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    • pp.67-73
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    • 2016
  • The application of titanium has been gradually rising because the utilizing ranges for low weight and high strength are rapidly increased by the need for improving the fuel economy in production industries such as the aviation and automotive in recent. The purpose in this study is to investigate the appropriate cutting conditions on the life of flat and round end mills by measuring the maximum cutting temperature relative to the machining time, and calculating the wear rates of cutting tool with the spindle speed and feed rate of vertical machining center as a parameter in the titanium roughing cut machining which is widely used in critical parts of aircraft, cars, etc. When the wetted roughing cut machining of titanium with a soluble cutting oil is conducted by the flat and round end mills, the maximum cutting temperatures for a variety of spindle speed and feed rate are measured at ten-minute intervals during 60 minutes by an infrared thermometer, and the wear rates of cutting tool are calculated by the weight ratios based on tool wear before and after the experiment. It is found that the maximum cutting temperature and the wear rates of cutting tool are raised as the cutting amount per tool edge is increased with the rise of feed rate, in this experimental range, and as the frictional area due to the rise of contacting friction numbers between tool and specimen is increased with the rises of cutting time and spindle speed. In addition, the increasing rate of maximum cutting temperature in the flat and round end mills are the highest for the cutting time from 50 to 60 minutes, and the wear rate of cutting tool in the flat end mill is 1.14 to 1.55 times higher than that in the round end mill for all experimental conditions.

오일레스 복합계 베어링재의 최대허용 PV값 측정에 관한 실험적 고찰 (An Experimental Analysis on the Maximum Allowable PV Value of Oilless Composite Bearing Materials)

  • 공호성;윤의성;전기수;송광호
    • Tribology and Lubricants
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    • 제11권1호
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    • pp.27-36
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    • 1995
  • Maximum allowable PV values of oilless composite bearing materials (70% epoxy-resin/30% Graphite) were measured and compared at various types of test rigs that have different contact geometry and the operating conditions. Test results showed that material failure was mainly characterized by the sharp increase in both coefficient of friction and surface temperature, and different PV values were measured under different Contact geometry. The discrepancy in measurement of PV values was analyzed in the light of theoretical frictional heating analysis. Results show that surface temperature rise depends on its contact geometry, and PV values could be overestimated in the testing conditions of high sliding velocity. Test data of different contact geometry were normalized by using a normalized contact pressure and sliding velocity; it showed a good correlation. This work suggests that normalized PV values could be more effective in evaluating bearing materials than conventional PV values for a design parameter of journal bearings.