• 제목/요약/키워드: In-situ deformation

검색결과 199건 처리시간 0.021초

Methods to evaluate the twin formation energy: comparative studies of the atomic simulations and in-situ TEM tensile tests

  • Hong-Kyu Kim;Sung-Hoon Kim;Jae-Pyoung Ahn
    • Applied Microscopy
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    • 제50권
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    • pp.19.1-19.9
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    • 2020
  • Deformation twinning, one of the major deformation modes in a crystalline material, has typically been analyzed using generalized planar fault energy (GPFE) curves. Despite the significance of these curves in understanding the twin nucleation and its effect on the mechanical properties of crystals, their experimental validity is lacking. In this comparative study based on the first-principles calculation, molecular dynamics simulation, and quantitative in-situ tensile testing of Al nanowires inside a transmission electron microscopy system, we present both a theoretical and an experimental approach that enable the measurement of a part of the twin formation energy of the perfect Al crystal. The proposed experimental method is also regarded as an indirect but quantitative means for validating the GPFE theory.

금속계열선의 전기기계적 상관작용과 긴장력 계측이 가능한 긴장재 (Electromechanical Relationn of metallic heat wires and Its Application to the Estimation of In_situ Stress of Structural Tendons)

  • 지광습;전기우
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2006년도 정기 학술대회 논문집
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    • pp.445-450
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    • 2006
  • It is proposed that the electromechanical relation of the conductive materials with high electrical resistance may be used to estimate the current stress of prestressing tendons. To choose the best conductive material to this end, we studied the electromechanical relations of carbon fibers and metalic heat wires experimentally. It is found that the relation of carbon fibers can be modelled by a parabolic(or hyperbolic) function in the early stage of deformation. However because the relation is not consistent when it is unloaded and reload, carbon fibers are not suitable for this purpose. Metallic heat wires show a consistent linear relation during loading and unloading in the elastic deformation and are suitable for this purpose. To estimate the electromechanics relation of metallic wires, we developed a simple formula based on the rigid plasticity. We propose a new kind of prestressing tendons whose stress can be monitored.

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고분자블렌드에서의 변형거동 (Deformation Behavior in Compatible Polymer Blends)

  • 전병철
    • 한국재료학회:학술대회논문집
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    • 한국재료학회 1992년도 추계학술발표강연 및 논문개요집
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    • pp.121-121
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    • 1992
  • Deformation behavior of compatible polymer blends was studied using scanning electron, optical, and transmission electron microscopies. Four different compatible systems were employed and charaterized in this investigation : polystyrene(PS) and polyphenylene oxide(PPO), polystyrene(PS) and polyvinlmethylether(PVME), polystyrene(PS) and poly $\alpha$-methylstyrene(P$\alpha$MS). Individual craze and shear deformation zone microstructures were examined by transmission microscopy (TEM). For TEM observations, specimens deformed in-situ on a TEM grid were utilized. Quantiative analysis of these crazes and shear deformation zones was obtained from the nicrodensitometry of the TEM negatives in the manner developed by Lauterwasser and Kramer. Microdensitometry resulys showed that the fibril extension ratio decreased as the PPO content increased in the PS/PPO blends, and finally, for 100% PPO, only shear deformation zones were observed. For the PS/PVME blends, the ribril extension ratio also decreased as the VME content increased. For the PS/P$\alpha$MS blends, the fibril extension ratio increased as the P$\alpha$MS content increased, For the PPO/P$\alpha$MS blends, the fibril extension ratio increased as the P$\alpha$MS content increased.

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제주도 북동부 및 북서부 현무암반의 변형계수 추정 (Estimation of Deformation Modulus of Basaltic Rock Masses in Northeastern and Northwestern Jeju Island)

  • 양순보;부상필
    • 한국지반공학회논문집
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    • 제35권1호
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    • pp.5-15
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    • 2019
  • 본 연구에서는 제주도 북동부 육 해상 및 북서부 육상에 위치한 현무암반에 대한 공내재하시험으로부터 계측된 변형계수와 RQD 및 RMR의 관계를 각각 살펴보았으며, 기존의 경험식들로부터 추정된 변형계수 값과 비교 분석하였다. 뿐만 아니라, 속도검층시험을 통하여 산정된 탄성파 속도비 및 동적 포아송 비와 변형계수의 관계에 대해서도 각각 살펴보았다. 그 결과, 다공성 구조 및 층상 구조가 특징인 제주도 현무암반의 경우, RQD 값만을 이용한 암반등급의 결정, 변형계수 계측방법의 선정 및 변형계수의 추정은 부적절하며, 최소한 RMR을 통하여 암반등급을 결정하고, 변형계수를 추정하는 것이 바람직하다는 것을 알 수 있었다. RMR을 이용한 기존의 변형계수 추정식은 제주도 현무암반의 변형계수에 비해 큰 값을 예측하는 경향을 보였으며, 탄성파 속도비 및 동적 포아송 비와 변형계수는 서로 정성적인 특성이 일치하는 관계에 있었다. 그리고, 적절한 제주도 현무암반의 변형계수를 추정하기 위한 RMR과 탄성파 속도비를 이용한 변형계수 추정식을 각각 제시하였다.

반도체용 박막재료의 열응력-변형 특성에 미치는 passivation 층의 영향 분석 (Effects of passivation layer on the thermal deformation behavior of metal film used in semiconductor devices)

  • 최호성;이광렬;권동일
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1998년도 추계학술대회 논문집 학회본부 C
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    • pp.732-734
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    • 1998
  • Metal thin films such as aluminum have been used as interconnects in semiconductor device. Recently, these materials are applied to structural materials in microsensors and microactuators. In this study, we evaluate deformation and strength behavior of aluminum alloy film. Three layer model for thermal deformation of multilayered thin film material is introduced and applied to Si/Al(1%Si)/$SiO_2$ system. Based on beam bending theory and concept of bending strain. elastic and elastic/plastic thermal deformation behaviors of multilayered materials can be estimated. In the case of plastic deformation of ductile layer, strain rate equations based on deformation mechanism map are employed for describe the stress relaxation effect. To experimentally examine deformation of multilayered thin film materials, in-situ laser scanning method is used to measure curvature of specimens during heating and cooling. The thickness of $SiO_2$ layer is varied to estimate third-layer effect of thermal deformation of metal films, and its effect on deformation behavior are discussed.

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Prediction of the long-term deformation of high rockfill geostructures using a hybrid back-analysis method

  • Ming Xu;Dehai Jin
    • Geomechanics and Engineering
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    • 제36권1호
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    • pp.83-97
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    • 2024
  • It is important to make reasonable prediction about the long-term deformation of high rockfill geostructures. However, the deformation is usually underestimated using the rockfill parameters obtained from laboratory tests due to different size effects, which make it necessary to identify parameters from in-situ monitoring data. This paper proposes a novel hybrid back-analysis method with a modified objective function defined for the time-dependent back-analysis problem. The method consists of two stages. In the first stage, an improved weighted average method is proposed to quickly narrow the search region; while in the second stage, an adaptive response surface method is proposed to iteratively search for the satisfactory solution, with a technique that can adaptively consider the translation, contraction or expansion of the exploration region. The accuracy and computational efficiency of the proposed hybrid back-analysis method is demonstrated by back-analyzing the long-term deformation of two high embankments constructed for airport runways, with the rockfills being modeled by a rheological model considering the influence of stress states on the creep behavior.

다양한 시험법으로 규명된 암반 탄성계수 비교 (Comparison of Rock Young's Moduli Determined from Various Measurement Methods)

  • 유근환;장찬동
    • 지질공학
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    • 제16권1호
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    • pp.1-14
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    • 2006
  • 국내의 대표적 암종이라 할 수 있는 화강암체와 편마암체에 대해 탄성계수 측정 방법으로 자주 이용되고 있는 Goodman jack시험, PS검층, 초음파 속도측정, 일축압축 변형 시험을 실시하여 각 탄성계수를 측정하고 그 특징을 알아보았다. 실내에서 측정 된 동.정탄성계수는 측정시 가해진 응력의 크기, 측정시 이용된 주파수의 범위, 가압/감압 등의 측정 조건에 따라 상당히 다른 결과를 보였다. 실내 측정조건이 현장조건에 가까워질수록 현장암반의 탄성 계수와 비슷한 값으로 측정되는데 이는 실내시험시 현장 상태를 구현하는 것이 중요하다는 점을 시사한다. 동탄성계수는 정탄성계수에 비해 대체로 높게 측정되었으며 그 원인으로는 (미세)균열의 응력에 따른 거동양상, 측정시 이용한 주파수의 범위 차이, 그리고 변형 진폭의 차이 등의 효과로 설명 할 수 있다. 다양한 방법으로 측정된 각 탄성 계수 상호간의 관계 및 특징은 현장 암반 탄성계수의 적절한 판단을 위해 도움이 될 것으로 기대된다.

원전 고온 1차수 환경에서 응력부식균열의 실시간 마이크로 스케일 관찰 방법 개발 (Development of Method for In-situ Micro-Scale Observation of Stress Corrosion Cracking in High-Temperature Primary Water Environment)

  • 신정호;이종연;김성우
    • Corrosion Science and Technology
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    • 제22권4호
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    • pp.265-272
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    • 2023
  • The aim of this study was to develop a new in-situ observation method and instrument in micro-scale to investigate the mechanism of stress corrosion cracking (SCC) initiation of Ni-base alloys in a high temperature water environment of pressurized water reactors (PWRs). A laser confocal microscope (LCM), an autoclave with diamond window view port, and a slow strain-rate tester with primary water circulation loop system were components of the instrument. Diamond window, one of the core components of the instrument, was selected based on its optical, chemical, and mechanical properties. LCM was used to observe the specimen in micro-scale, considering the experimental condition of a high-temperature primary water environment. Using in-situ method and instrument, it is possible to observe oxidation and deformation of specimen surface in micro-scale through the diamond window in a high-temperature primary water in real-time. The in-situ method and instrument developed in this work can be utilized to investigate effects of various factors on SCC initiation in a high-temperature water environment.

성토가 주변지반에 미치는 영향에 대한 해석적 검증과 실측치의 비교분석 (Comparison between 2D FEM Analysis using Elastic (visco)-plastic model and In-situ Behavior)

  • 황성춘;김승렬
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 연약지반처리위원회 학술세미나
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    • pp.79-92
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    • 2000
  • In this paper, comparison of the observed and the predicted ground deformations due to the construction of road embankment with peck drain near the construction site was made. Measurement of the ground deformation at the gasoline stand due to the construction of road embankment was made and it was compared with the predicted deformation results of Finite Element Method analysis made with Elasto-plastic and Elastic visco-plastic models. A well agreement was obtained between the measured and predicted ground deformations.

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강원도 태백지역의 붕적층 절토사면의 변형특성 (Deformation Characteristics of Cut-Slope Composed of Colluvial Soil in Tae Baek Area)

  • 김경열;이대수;홍성연
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 가을 학술발표회 논문집
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    • pp.467-474
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    • 2002
  • Colluvial sell has a very unique deformation property, particularly when it is subject to the cutting work entailed in a variety of construction. In this study, the cut slope tying on a colluvial layer in which the transmission tower had been installed were investigated to find out the cause of deformation. In-situ tests such as boring, surface-wave analysis (MASW) were employed to look into the physical composition of underground layers and FEM including LEM were carried out to simulate the construction steps. The result shows that the stress relaxation followed by road construction induced the deformation of the slope and damage in the foundation of the transmission tower.

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