• Nuclear Engineering and Technology
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• 제54권1호
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• pp.343-356
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• 2022

As a part of round robin analysis to develop a finite element elastic-plastic seismic analysis procedure for nuclear safety class 1 components, a series of parametric analyses was carried out on the simulated pressurizer surge line system model to investigate sensitivity of the analysis results to finite element analysis variables. The analysis on the surge line system model considered dynamic effect due to the seismic load corresponding to PGA 0.6 g and elastic-plastic material behavior based on the Chaboche combined hardening model. From the parametric analysis results, it was found that strains such as accumulated equivalent plastic strain and equivalent plastic strain are more sensitive to the analysis variables than von Mises effect stress. The parametric analysis results also identified that finite element density and ovalization option in the elbow elements have more significant effect on the analysis results than the other variables.

• Steel and Composite Structures
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• 제27권2호
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• pp.177-184
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• 2018

This study contributes to evaluate multiphase topology optimization design of plate-like structures on elastic foundations by using classic plate theory. Multi-material optimal topology and shape are produced as an alternative to provide reasonable material assignments based on stress distributions. Multi-material topology optimization problem is solved through an alternative active-phase algorithm with Gauss-Seidel version as an optimization model of optimality criteria. Stiffness and adjoint sensitivity formulations linked to thin plate potential strain energy are derived in terms of multiphase design variables and Winkler-Pasternak parameters considering elastic foundation to apply to the current topology optimization. Numerical examples verify efficiency and diversity of the present topology optimization method of elastic thin plates depending on multiple materials and Winkler-Pasternak parameters with the same amount of volume fraction and total structural volume.

• 대한기계학회논문집
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• 제16권7호
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• pp.1341-1350
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• 1992

본 연구에서는 시험 재료의 특성을 가장 잘 나타낼 수 있으며 시험 자료밖의 범위에서도 물리적 타당성을 갖는 변형 에너지 함수를 찾기 위한 방법의 일환으로 기 존의 여러 방법들을 이용하여 동일한 시험 자료에 적용함으로써, Rivlin 형태와 Ogden 형태에 대한 재 조사를 실시하였다. 그리고 비선형 대변형 재료의 실제 사용 예로서 앞에서 언급한 타이어용 고무를 들 수 있는데 이들에 대한 변형 에너지 함수를 결정하 기 위한 시험자료는 실제적 문제때문에 단순 인장과 같은 비교적 간단한 경우에 대하 여 한정되어 있으므로, 이러한 자료로부터 여러 종류의 하중 상태를 예측할 수 있는 변형 에너지 함수를 찾고자 하였다.

• Elastomers and Composites
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• 제51권4호
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• pp.308-316
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• 2016

The rubber materials are widely used in automobile industry due to their capability of a large amount of elastic deformation under a force. Current trend of design process requires prediction of functional properties of parts at early stage. The behavior of rubber material can be modeled using strain energy density function. In this study, five different strain energy density functions - Neo-Hookean model, Reduced Polynomial $2^{nd}$ model, Ogden $3^{rd}$ model, Arruda Boyce model and Van der Waals model - were used to estimate the behavior of carbon black added natural rubber under uniaxial load. Two kinds of tests - uniaxial tension test and biaxial tension test - were performed and used to correlate the coefficients of the strain energy density function. Numerical simulations were carried out using finite element analysis and compared with experimental results. Simulation revealed that Ogden $3^{rd}$ model predicted the behavior of carbon added natural rubber under uniaxial load regardless of experimental data selection for coefficient correlation. However, Reduced Polynomial $2^{nd}$, Ogden $3^{rd}$, and Van der Waals with uniaxial tension test and biaxial tension test data selected for coefficient correlation showed close estimation of behavior of biaxial tension test. Reduced Polynomial $2^{nd}$ model predicted the behavior of biaxial tension test most closely.

• 터널과지하공간
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• 제27권5호
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• pp.253-262
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• 2017

본 연구는 암석 및 콘크리트 시편의 압축실험을 통해 균열 특성을 분석하고자 한다. 길이의 변화를 측정하는 변형률센서와 균열에 의해 발생한 탄성파를 측정하는 AE 센서를 시편에 부착하여 동시 측정함으로써 실험을 수행하였다. 측정된 시편의 변형률로부터 계산된 균열체적변형률은 암석과 콘크리트 시편에서 다른 형상을 보여주고 있다. 이것은 재료의 취성정도에 따른 것으로 추측된다. 하지만, 파괴 및 손상도와 관계되어 있는 균열체적변형률은 두 개의 시편결과가 유사함을 관찰 할 수 있었다. 또한 AE 센서를 통해 측정한 시편의 누적 균열 신호에너지가 변형률센서로 예측한 균열체적변형률과 매우 유사한 것을 관찰할 수 있었다. 이것은 AE 센서로도 구조물의 손상없이 실시간으로 손상도를 예측할 수 있음을 의미한다.

• 대한기계학회논문집
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• 제9권1호
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• pp.31-39
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• 1985

본 연구에서는 비등방성 기재 안에 있는 두개의 비등방성 구형석출물에 대한 보다 일반적인 해법이 다루어진다. Green함수와 석출물의 특성함수(characteristic function)을 이용하여 변형도에 대한 적분방정식이 유도되었으며, Taylor급수를 이용 한 근사해가 얻어졌다.이 방법은 어떠한 대칭성도 필요로 하지 않으므로 석출물의 크기나 재질 등이 서로 다른 경우에 적용될 수 있으며 급수전개하는 점을 옮김으로써 기존의 연구에서보다 더욱 정확한 해를 얻을 수 있다. 또한 특성함수의 중첩이 가능 함을 이용하면 이 방법은 세개 또는 그 이상의 석출물을 갖는 계(system)에도 적용될 수 있다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 추계 학술발표회논문집
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• pp.155-162
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• 2003

The evolved energy concept has been demonstrated to fir the seismic evaluation of various steel connection details with the objective basis. For this, the strain energy stored in the structural system obtained from the experimental database has been normalized by that of a benchmark system. In this notion, the ideal elastic-perfectly plastic structural system has been assumed as a benchmark. In addition, the attempt shows that those previously peformed experimental database can be recycled to have further significance.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1995년도 추계학술대회 논문집
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• pp.822-825
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• 1995

Linear elastic stress analysis of aluminum wheel was studied using ANSYS and Unigraphics. The load condition of wheel impact test was replaced whit static force using energy valance concept. And the results were compared with strain gaga test. The test results were good agreement with analysis results.

• Elastomers and Composites
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• 제38권2호
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• pp.175-179
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• 2003

For the total description of mechanical behaviors of elastomers, it is necessary to know the so-called rheological constitutive equation i.e. the strain-energy density function (W) in case of elastomers, which necessitates biaxial tensile results of elastic body. This paper first describes the experimental results of biaxial tensile measurements on poly(siloxane) model networks. W was estimated from its differential form i.e. the $1^{st}$ differential of W is stress. The W was found to reproduce the experimental stress-strain results, and the W estimated for silica filled poly(siloxane) networks suggest a different behavior between conventional precipitated silica and in situ formed silica. The difference suggests the different surface property of the two silicas.

• 한국세라믹학회지
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• 제26권3호
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• pp.390-394
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• 1989

The stored elastic strain energy due to the thermal expansion mismatch between the thermally oxidized crystalline layer (cristobalite) and CVD Si3N4($\alpha$-Si3N4) on cooling form high oxidation temperature (1000-140$0^{\circ}C$) to room temperature, releases through the crazing of film and lifting at the SiO2/Si3N4 interface. The ratial equation (1/n) which corresponds to the ratio of the relaxation of the stored elastic stain energy due to crazing of film to the total energy, is derived under the assumption of the square crazed pattern, as follow. 1/n={8${\gamma}$(1-v)2}/(ΔL2dE) The ratial equation suggests the reason for the lifting at the SiO2/Si3N4 interface which was observed in this research.