• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 춘계 학술논문 발표대회
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• pp.36-37
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• 2019

In domestic construction industry progress, construction and quality control of large structures are considered to be important as the superstructure and mass scale of structures. In the case of mass concrete, high hydration heat caused by cement hydration generates temperature stress by generating internal temperature difference with the concrete surface. These temperature stresses cause cracks to penetrate the concrete structure. A method of lowering the heat generation by incorporating Urea in order to reduce the concrete temperature crack has been proposed. In this study, the heat function coefficient for the FEM temperature crack analysis of the mass concrete containing the element was derived and the adiabatic temperature rise test was carried out according to the incorporation of the element. As a result of this experiment, the maximum temperature of 41 ± 1℃ was obtained irrespective of the amount of urea, and the maximum temperature decreased by 16.9℃ in concrete containing 40kg/㎥ of urea.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2002년도 Proceedings of the International Welding/Joining Conference-Korea
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• pp.244-249
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• 2002

The purpose of this study is to develope the prediction method of liquation crack initiation in HAZ of laser weldment. Thermal two dimensional strain analyses were performed by FEM for bead-on-plate welding in order to obtain the plastic strain at elevated temperature in HAZ of the laser weldment. From these results, it became clear that the plastic strain at elevated temperature affected liquation crack initiation in HAZ, and it could be proposed that the critical strain, which controlled liquation crack initiation, existed. Moreover, an attempt was made to develop thermal and dynamic three dimensional strain analysis method for the laser weldment in order to obtain the plastic strain at elevated temperature in HAZ of the laser weldment in more detail and precisely.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 추계 학술논문 발표대회
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• pp.44-45
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• 2014

On this study, initial crack index was evaluated by performing FEM analysis to crack propagation from hydration heat for development of precast concrete. On the result, as increased the usage of hardening accelerator, initial compressive strength were improved and setting time also was shortened. Additionally, central temperature of concrete was increased, the reaching time for the highest temperature could be shortened. By the result to assess crack index, there was no problem about crack despite of growth of initial high hydration heating. This result guessed because of small size element when analyzed trough FEM, realization for mass concrete's crack index should be performed.

• 한국건축시공학회지
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• 제15권1호
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• pp.25-33
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• 2015

본 연구에서는 콘크리트 레벨에서의 프리케스트 콘크리트 개발을 목적으로 하며 수화열에 의한 균열발생을 확인하기 위해 FEM해석을 실시하여 초기균열 지수를 평가하였다. 평가결과 경화촉진제 사용량이 증가할수록 조기 압축강도가 증가하는 것으로 나타났으며 응결 시간 또한 단축되는 것을 알 수 있었다. 이는 경화촉진제에 의하여 시멘트 화합물중 $C_3A$의 반응에 의해서 응결시간이 단축되는 것으로 판단된다. 또한 단열온도 상승 시험 결과 경화촉진제의 사용량이 증가 할수록 콘크리트 중심부 온도 $80^{\circ}C$이상의 온도를 나타냈으며 경화촉진제에 의해서 최고 온도 발열시간을 단축시키는 것으로 나타났다. 이는 경화촉진제가 시멘트 수화반응을 촉진시켜 수화열을 짧은 시간에 높게 나타나는 현상으로 판단된다. 또한 높은 수화열은 균열을 발생시킬 수 있음으로 FEM 해석을 통하여 균열지수 평가를 실시하였다. FEM 해석 결과 조기에 높은 수화열이 증가하여도 균열에는 영향이 없는 예측된다. 이는 초기강도가 높기 때문에 허용응력이 증가로 인하여 인장강도가 증가하기 때문이다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.421-424
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• 2002

Concrete roof in In-Chon LNG tank #15~18 is a very important structure. Precise control of quality is needed. This roof has 0.6~1.5m thickness, 36.23m radius, and, 12.7m height. So in this structure thermal crack caused by hydration heat should be controled. In this project belite cement plus LSP concrete is used. As a result of ambient temperature rising test and thermal analysis using FEM, this belite cement plus LSP concrete is expected to control the thermal crack well.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2004년도 추계학술대회논문집
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• pp.175-179
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• 2004

Since the formability of AZ31 magnesium alloy is not good in room temperature, it is known that high temperature forming is advantageous. However, many studies are necessary to find the proper forming temperature for Mg alloy. In this study, experimental and FEM analysis are performed to investigate the forming temperature for AZ31 sheet. The deep drawing process of square cup is used in forming experiment and FEA. The investigations are performed in three forming temperature, room temperature, $250^{\circ}C\;and\;400^{\circ}C$. The square cup is well formed in $250^{\circ}C$ forming temperature, on the other hand, the crack and failure is presented in corner section in room and $250^{\circ}C$ forming temperature. The main cause is investigated as the effect of hardening range by the experimental and FEM results.

• 한국재료학회:학술대회논문집
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• 한국재료학회 2011년도 춘계학술발표대회
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• pp.48.1-48.1
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• 2011

In this presentation, We monitored weather data, such as global irradiance, ambient temperature, temperature of PV module, relative humidity and windspeed for 2 years, for determining accelerated test condition. then, we determined the temperature limit of accelerated test through weather data and FEM analysis. Detailed procedures will be summarized in this work. After analysing outdoor stress such as thermal stress, we decided main failure modes and mechanisms of PV module, especially solder joint of ribbon wire. we carried out the measurement of material properties such as thermal expansion coefficient for planning of accelerated test. we designed accelerated test based on FEM analysis results. we carried out thermal cycling test with 1 cell mini module for 3 months. We monitored the change of electrical performance every 1 week such as Voc, Isc, Pmax, etc. and then, we analized the ribbon wire/electrode intefaces. Detailed results will be summarized in this work.

• Structural Engineering and Mechanics
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• 제66권1호
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• pp.97-111
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• 2018

Cracking can lead to unexpected sudden failure of normally ductile metals subjected to a tensile stress, especially at elevated temperature. This article is raised to study the application of a composite material instead of the traditional carbon steel material used in the natural gas transmission pipeline because the cracks occurs in the pipeline initiate at its internal surface which is subjected to internal high fluctuated pressure and unsteady temperature according to actual operation conditions. Functionally graded material (FGM) is proposed to benefit from the ceramics durability and its surface hardness against erosion. FGM properties are graded at the radial direction. Finite element method (FEM) is applied and solved by ABAQUS software including FORTRAN subroutines adapted for this case of study. The stress intensity factor (SIF), temperatures and stresses are discussed to obtain the optimum FGM configuration under the actual conditions of pressure and temperature. Thermoelastic analysis of a plane strain model is adopted to study SIF and material response at various crack depths.

• 전자공학회논문지A
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• 제31A권12호
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• pp.44-55
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• 1994

This study is to apply the theory of fatigue fracture to solder joints under thermal cyclic loading and predict life of solder joint to failure. A 62Sn-36Pb-2Ag solder was used in this study. Tensile tests were preformed at temperatures of 15.dec. C, 50.dec. C and 85.dec. C in order to find terms of crack length "a". plastic strain range ""${\Delta}{\varepsilon}_p$" and temperature "T". Solder joint under thermal cyclic loading was analyzed by FEM. this FEM analysis together with the crack growth rate will provide the capability of the fatigue life prediction of solder joints and enhance the reliability od solder joint.

• 한국건축시공학회지
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• 제14권5호
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• pp.379-388
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• 2014

본 연구의 목적은 실험 및 FEM 해석을 통해 캡슐형 슬러리 PCM이 혼입된 매스콘크리트의 수화열 및 온도균열 평가하는 것이다. 자재, 시멘트 혼입, 콘크리트 혼입 단계에서의 수화열 평가 실험을 진행하였으며, FEM 해석을 위해 압축강도시험을 실시하였다. 실험 결과를 토대로 캡슐형 슬러리 PCM이 혼입된 콘크리트의 발열함수계수를 FEM 역해석에 의해 도출하였으며, 도출된 발열함수계수를 실구조물 규모 매스콘크리트 FEM 해석에 적용하였다. PCM 소재 단계 실험을 통해 $31^{\circ}C$ PCM이 과냉각 현상 없이 흡열, 발열 특성이 정상적으로 나타나는 것을 확인하였다. PCM의 시멘트 혼입 단계에서는 PCM 1g당 34.61J 만큼의 수화열을 흡열하는 것으로 나타났으며, 콘크리트 혼입 단계에서는PCM 혼입율이 증가함에 따라 최고수화온도 도달시간은 지연되고, PCM 6% 혼입 시 수화열 저감성능이 가장 높게 나타났다. 실험결과를 토대로 역해석을 실시한 결과, PCM 혼입율이 증가함에 따라 반응속도계수는 낮게 도출되었으나, 최고온도계수는 6%에서 최소로 나타나고, 초과할 경우 오히려 증가하는 것으로 해석되었다. 역해석을 통해 도출한 발열함수계수를 실구조물 규모 매스콘크리트의 수화열 해석에 적용한 결과, PCM 1% 혼입 당 온도균열 지수가 0.05 증가하는 것으로 나타났다.