• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.211-219
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• 2008

The hazard warning levels are necessary for the rational design and safety construction of underground space, as mountain and urban tunnel. Sakurai provided the hazard warning levels for assessing the stability of tunnels using the critical strain of rock mass, which is defined as a ratio between uni-axial compressive strength and the Young's modulus. The concept of critical strain guidelines is introduced in this study for the assessment of tunnel safety during excavation. Moreover, in this paper, the critical strain properties of sedimentary rock in Korea has investigated and analysed in detail by Lab. test, as the uniaxial compression tests. Finally, critical strain properties of sedimentary rock is discussed the relationship of failure strain values, uniaxial compression strengths and Young's modulus.

• Journal of Mechanical Science and Technology
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• 제20권6호
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• pp.819-827
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• 2006

The stress-strain relation of aluminum (Al) alloy foam cell wall was evaluated by the instrumented sharp indentation method. The indentation in a few micron ranges was performed on the cell wall of Al-alloy foam having a composition or Al-3wt.%Si-2wt.%Cu-2wt.%Mg as well as its precursor (material prior to foaming). To extract the stress-stram relation in terms of yield stress ${\sigma}_y$, strain hardening exponent n and elastic modulus E, the closed-form dimensionless relationships between load-indentation depth curve and elasto-plastic property were used. The tensile properties of precursor material of Al-alloy foam were also measured independently by uni-axial tensile test. In order to verify the validity of the extracted stress-strain relation, it was compared with the results of tensile test and finite element (FE) analysis. A modified cubic-spherical lattice model was proposed to analyze the compressive behavior of the Al-alloy foam. The material parameters extracted by the instrumented nanoindentation method allowed the model to predict the compressive behavior of the Al-alloy foam accurately.

• 대한치과보철학회지
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• 제53권4호
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• pp.345-351
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• 2015

목적: 이 실험의 목적은 전치부 임플란트에 적용되는 지르코니아 지대주의 적절한 축벽의 두께를 평가하는 것이었다. 재료 및 방법: 시편들은 4가지의 서로 다른 두께로 제작되었으며, 일정하게 제작하고자 CAD/CAM 시스템을 이용하여 소결전 지르코니아 블록을 가공한 후 소결하였다. 가공된 시편들은 두께에 따라 Group 1 (0.5 mm), Group 2 (0.8 mm), Group 3 (1.0 mm), Group 4 (1.2 mm)의 4가지 그룹으로 분류되었다. 임플란트 시스템은 외부연결형(US, Osstem, Pussan, Korea) 을 이용하였다. 지대주 시편들은 시멘트 유지형 지대주를 복제하여 제작되었다. 크라운은 1.5 mm 의 두께로 CAD/CAM을 이용하여 제작되었다. 제작된 지대주 시편들을 임플란트에 고정시킨 후 레진시멘트(RelyXTM UniCem, 3M ESPE AG, Seefeld, Germany)를 이용하여 크라운을 합착하였다. 지르코니아 지대주의 파절을 측정하기 위해 만능시험기로 임플란트 장축에 30도의 각도로 힘을 가하였다. 결과: Group 1, Group 2, Group 3와 Group 4의 파절강도는 각각 $236.00{\pm}67.55N$, $599.00{\pm}15.80N$, $588.20{\pm}33.18N$, $97.83{\pm}98.13N$이었다. Group 1이 다른 그룹에 비해 통계학적으로 유의성 있게 낮은 강도를 보여주었다(independent Mann-Whitney U-test, P<.05). 나머지 Group 2, Group 3와 Group 4는 서로 통계학적으로 유의성을 보여주지 않았다(independent Mann-Whitney U-test, P>.05). 결론: 지르코니아 지대주는 파절에 저항하기 위해 적절한 두께를 필요로 한다. 이 실험의 결과로 판단할 때, 지르코니아 지대주가 전치부 임플란트에 적용되기 위해서는 0.8 mm 이상의 두께를 가져야 된다고 추천된다.

• 한국정밀공학회지
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• 제29권12호
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• pp.1296-1303
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• 2012

There is a certain limit to reproduce phenomena between the real vehicle and road, since the existing methods to verify durability of the wheel are mostly uni-axial tests. And the change of durability of the wheel can't be predicted since these tests don't consider the camber angle and lateral force as important factors. In this paper, the FE models of the wheel-tire and drum are created. Then, the vertical and lateral loads are applied to wheel-tire assembly and the camber angle is applied by inclining the wheel-tire assembly to the drum. Based on the analysis result, the crack position is predicted to be created in the body of the wheel. The variation of the stress according to the camber angle is verified and the maximum spot of the stress changes continually.

• 항공우주기술
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• 제9권2호
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• pp.73-79
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• 2010

본 연구에서는 비선형 유한요소 해석을 수행하여 굴곡도에 따른 유연직물복합재료의 등가 탄성계수를 예측하였다. 해석은 상용 유한요소 해석 프로그램인 ABAQUS를 사용하여 수행되었다. 해석에서는 섬유다발의 재료적 비선형성과 대변형 시 발생하는 기하학적 비선형성이 고려되었으며, 섬유다발의 대 전단 변형으로 발생하는 기하학적 비선형성을 고려하기 위하여 사용자 부프로그램을 작성하여 이를 ABAQUS내에 삽입하였다. 결과에서는 일축하중 상태에 있는 유연직물복합재료의 응력-변형률 거동을 예측하여 이로부터 계산된 등가탄성계수를 시험결과와 비교하였으며, 다양한 섬유 굴곡도를 갖는 유연직물복합재료에 대한 등가탄성계수를 계산하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.821-832
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• 2008

The hazard warning levels are necessary for the rational design and safety construction of underground space, as mountain and urban tunnel. Sakurai provided the hazard warning levels for assessing the stability of tunnels using the critical strain of rock mass, which is defined as a ratio between uni-axial compressive strength and the Young's modulus. The concept of critical strain guidelines is introduced in this study for the assessment of tunnel safety during excavation. Moreover, in this paper, the critical strain properties of sedimentary rock in Korea has investigated and analysed in detail by Lab. test, as the uniaxial and triaxial compression tests. Finally, critical strain properties of sedimentary rock on uniaxial and triaxial stress condition is discussed the relationship of failure strain values, uniaxial and triaxial compression strengths, confining pressure and Young's modulus.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2005년도 추계학술발표대회 논문집
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• pp.83-86
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• 2005

The front-end side members of automobiles, such as the hat-shaped section member, absorb most of the energy during the front-end collision. The side members absorb more energy in collision if they have higher strength and stiffness, and stable folding capacity (local buckling). Using the above characteristics on energy absorption, vehicle should be designed light-weight to improve fuel combustion ratio and reduce exhaust gas. Because of their specific strength and stiffness, CFRP are currently being considered for many structural (aerospace vehicle, automobiles, trains and ships) applications due to their potential for reducing structural weight. Although CFRP members exhibit collapse modes that are significantly different from the collapse modes of metallic materials, numerous studies have shown that CFRP members can be efficient energy absorbing materials. In this study, the CFRP side members were manufactured using a uni-directional prepreg sheet of carbon/Epoxy and axial static collapse tests were performed for the members. The collapse mode and the energy absorption capability of the members were analyzed under the static load.

• Membrane and Water Treatment
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• 제7권6호
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• pp.495-505
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• 2016

Mesoporous MCM-41 was deposited on an inexpensive disk shaped ceramic support through hydrothermal technique for ultrafiltration of $Fe^{3+}$ from aqueous solution. The ceramic support was fabricated using uni-axial compaction technique followed by sintering at $950^{\circ}C$. The characteristics of MCM-41 powder as well as the composite membrane were examined by X-ray diffraction (XRD), thermogravimetric analysis (TGA), field emission scanning electron microscope (FESEM), porosity and pure water permeation test. The XRD result revealed the good crystallinity and well-resolved hexagonally arranged pore geometry of MCM-41. TGA profile of synthesized MCM-41 zeolite displayed the three different stepwise mechanisms for the removal of organic template. The formation of MCM-41 on the porous support was verified by FESEM analysis. The characterization results clearly indicated that the accumulation of MCM-41 by repeated coating on the ceramic disk directs to reduce the porosity and pore size from 47% to 23% and 1.0 to $0.173{\mu}m$, respectively. Moreover, the potential of the fabricated MCM-41 membrane was investigated by ultrafiltration of $Fe^{3+}$ from aqueous stream at various influencing parameters such as applied pressure, initial feed concentration and pH of solution. The maximum rejection 85% was obtained at applied pressure of 276 kPa and the initial feed concentration of 250 ppm at pH 2.

• 한국지반신소재학회논문집
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• 제9권1호
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• pp.31-37
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• 2010

불용 자원을 건설 자원화 한다면 자원재활용 측면에서 더욱더 효율적으로 친환경적인 접근이 가능할 것이다. 본 연구에서는 PET병을 EPS 블록 대용으로 활용하기 위하여 PET 병을 대상으로 압축강도 시험을 실시하였으며, 이를 드라이아이스 첨가유무에 따라 압축강도를 각각 비교분석하였다. 그 결과 EPS 블록 대용으로 현장에 적용 가능성을 확인하였다.

• Elastomers and Composites
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• 제33권3호
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• pp.168-176
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• 1998

자동차의 고무부품 중의 하나인 스트라트방진고무의 특성 평가를 위하여 유한요소해석과 피로 수명시험을 실시하였다. 유한요소해석에 필요한 변형률에너지함수의 계수를 결정하기 위하여 인장, 압축 및 전단시험을 실시하였으며, 유한요소해석 결과로부터 변형 양성 및 취약 부위를 예측하였다. 부품의 피로수명시험 결과로부터 하중-수명 관계를 얻었으며, 피로파손 부위는 유한요소해석에서 예측된 취약 부위와 잘 일치하였다.