• 한국군사과학기술학회지
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• 제23권5호
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• pp.435-443
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• 2020

Thermal barrier coating(TBC) applied to fighter and turbine engines is a technology that improves the durability of core parts by lowering the surface temperature of base material. The thermal stress caused by mis-match of the coefficient of thermal expansion between the top coating and the TGO interface is the main cause of TBC breakage. Since the thermal stress is dependent on the microstructure of the TBC, designing microstructure of TBC can improve the durability as well as lower the thermal stress. In this study, the effect of coating thickness, volume of porosity and vertical cracking on the thermal stress was analyzed through finite element analysis. Through the analysis results, a design range of a microstructure that can improve the durability of thermal barrier coating by lowering thermal stress is proposed.

• 콘크리트학회지
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• 제28권5호
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• pp.48-50
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• 2016

• 콘크리트학회지
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• 제17권1호
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• pp.49-53
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• 2005

• 한국도로학회:학술대회논문집
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• 한국도로학회 2003년도 학술발표회 논문집
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• pp.205-211
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• 2003

• 청정기술
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• 제17권1호
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• pp.56-61
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• 2011

감압잔사유를 고압 회분식 반응기에 넣고, 상용 Ni-Mo/$Al_2O_3$ 촉매를 이용하여 $450^{\circ}C$, $500^{\circ}C$에서 수첨분해하였다. 그리고 반응 생성물을 단증류 혹은 GC-SIMDIS 방법으로 각각 분석하였다. 먼저 수첨분해반응에서는 두 온도 조건 모두 촉매 반응뿐만 아니라 열분해 반응도 같이 일어나고 있음을 확인하였고, 온도가 증가할수록 전환율이 증가하고, 생성물 중 가솔린 및 납사 비율이 높아졌다. 생성물 분석 결과, $500^{\circ}C$ 반응에서는 단증류와 GC-SIMDIS 분석 결과의 차이가 없었지만, $450^{\circ}C$ 반응에서는 단증류에서는 디젤이, GC-SIMDIS에서는 vacuum gas oil이 주 생성물로 드러났다. 이는 $450^{\circ}C$ 반응에서의 단증류 분석은 단증류에 의한 열분해 반응으로 인해 생성물의 선택도가 정확하지 않음을 알려준다.

• Nuclear Engineering and Technology
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• 제35권6호
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• pp.529-536
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• 2003

The objective of this study is to investigate the reorientation of hydrides with applied stress intensity factor, the peak temperature and the time when to apply the stress intensity factor in a Zr-2.5Nb pressure tube during its thermal cycle treatment. Cantilever beam (CB) specimens with a notch of 0.5 mm in depth made from the Zr-2.5Nb tube were subjected to electrolytic hydrogen charging to contain 60 ppm H and then to a thermal cycle involving heating to the peak temperature of either 310 or $380^{\circ}C$, holding there for 50 h and then cooling to the test temperature of $250^{\circ}C$. The stress intensity factor of either 6.13 or $18.4\;MPa\sqrt{m}$ was applied at the beginning of the thermal cycle, at the end of the hold at the peak temperatures and after cooling to the test temperature, respectively. The reorientation of hydrides in the Zr-2.5Nb tube was enhanced with the increased peak temperature and applied stress intensity factor. Furthermore, when the CB specimens were subjected to $18.4\;MPa\sqrt{m}$ from the beginning of the thermal cycle, the reoriented hydrides occurred almost all over the Zr-2.5Nb tube, surprisingly suppressing the growth of a DHC crack. In contrast, when the CB specimens were subjected to the stress intensity factor at the test temperature, little reorientation of hydrides was observed except the notch region, leading the Zr-2.5Nb to grow a large DHC crack. Based on the correlation between the reorientation of hydrides and the DHC crack growth, a governing factor for DHC is discussed along with the feasibility of the Kim's DHC model.

• 한국도로학회논문집
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• 제16권6호
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• pp.95-104
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• 2014

PURPOSES : The purpose of this study is to evaluate the degree of restraint (DOR) of longitudinal steel at continuously reinforced concrete pavement (CRCP) against environmental loadings. METHODS : To measure the longitudinal steel strain, 3-electrical resistance and self-temperature compensation gauges were installed to CRCP test section (thickness = 250mm, steel ratio = 0.7%) and continuously measured 10 min. intervals during 259 days. In order to properly analyze the steel strains first, temperature compensation process has been conducted. Secondly, measured steel strains were divided into 12 phases with different events such as before paving, during concrete hardening, and after first cracking, etc. RESULTS : Thermal strain rate (TSR) concept is defined as the linear strain variations with temperature changes and restraints rate of longitudinal steel against environmental loadings (especially thermal loading) with different cases is defined as degree of restraint(DOR). New concept of DOR could be indirect indicator of crack width behaviors of CRCP. CONCLUSIONS : Before paving, DOR of longitudinal steel is almost same at the coefficient of thermal expansion of steel ($12.44m/m/^{\circ}C$) because of no restraint boundary condition. After concrete pouring, DOR is gradually changed into -1 due to concrete stiffness developing with hydration. After first cracking at crack induced area, values of DOR are around -3~-5. The negative DOR stands for the crack width behavior instead of steel strain behavior. During winter season, DOR reached to -5.77 as the highest, but spring this values gradually reduced as -1.7 as the lowest. Based on this observation, we can presume crack width decreased over time within the time frame of this study. This finding is not consistent with the current theory on crack width variations over time, so further study is necessary to identify the causes of crack width reducing. One of the reasons could be related to concrete stress re-distribution and stress relaxation.

• 한국구조물진단유지관리공학회 논문집
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• 제12권6호
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• pp.164-172
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• 2008

초기 재령의 매스콘크리트는 양생과정에서 높은 온도를 유발한다. 수화열 저감 기법 중 내부구속이 지배적인 구조물에서 단면의 내외부 온도차를 관리하는 방식은 그 활용도가 매우 높다. 그러나 수화 균열을 예방하기위해 열경사를 조절하는 현재의 제한적인 방법은 콘크리트 중심과 표면 사이에 미세하거나 거대한 균열을 유발할 수 있다. 특히 냉각파이프를 이용하는 방법은 온도의 상승시에는 적용될 수 있지만, 내외부 온도차이가 심한 온도하강시의 대책으로는 적합하지 않다. 따라서 이 문제에 대한 해결방안으로 가열파이프를 동시에 사용하는 모델을 제안하여 유한요소법으로 해석하였다. 해석 결과, 제안된 냉각파이프와 가열파이프를 동시에 사용하는 방법이 열경사조절에 가장 효과적이며 이를 통해 온도균열을 효과적으로 제어할 수 있을 것으로 판단된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.869-881
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• 1999

Inchon International Airport Elevated Road Way is located between the Passenger Terminal Building and Transportaion Center which are Inchon International Airport core construction projects. The deck of the bridge is consists of 5-span or 6-span continuous pre-stressed concrete slab. Steel form has been used to enhance the quality of texture on concrete slab. Steel form has been used to enhance the quality of texture on concrete surface, lower surface of deck slab with the two way arch has been manufactured by highly professional manner in order to get an beautiful exterior architectural looks. The prestressed concrete deck slab is mass concrete structures with a high-specified concrete strength and a varying section in the range of 0.95-2.8m thickness. Therefore high risks of thermal cracking occurrence by heat of hydration highly are expected. To resolve such problem, we adopted type 1 cement and pipe cooking method at construction site through mass concrete specimen test and 3-dimensional analysis. For Pipe cooling we used 25mm diameter stainless pipes with wrinkles. Cooling pipe with spacing 50-60cm has been installed. And continuous pipe cooling with cooling water of 15$^{\circ}C$ was conducted for 2days. In present 8 span of all 29 spans construction has been completed. No thermal cracking heat hydration has been observed yet.

• 콘크리트학회지
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• 제7권6호
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• pp.167-175
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• 1995

본 연구에서는 매스콘크리트 양생시 수화열에 의한 온도 상승을 예측할 수 있는 온도해석 프로그램 $\boxDr$TAMCON$\boxUl$을 개발하였다. 수치해석 방법으로는 복잡한 형태를 지니고 다양한 경계조건을 만족시켜야 하는 구조물에 대한 온도해석을 용이하게 하기 위하여 유한요소법이 채택되었다. $\boxDr$TAMCON$\boxUl$의 타당성을 검증하기 위하여 벽상구조물과 기초매트에 대하여 이미 문헌에 보고된 수치해석 및 실험치를 본 연구의 해석 결과와 비교한 바 이들이 서로 잘 일치하고 있음을 확인하였다. $\boxDr$TAMCON$\boxUl$은 콘크리트 구조물의 온도균열 방지를 위한 온도제어 및 필요한 양생방법의 도입을 위한 시공관리에 효과적으로 활용될 수 있다.