• 제목/요약/키워드: confined stress

검색결과 276건 처리시간 0.024초

일반 구조용강 열간압연 박판에 대한 CTOD와 CTOA 곡선 결정 (Determination of CTOD & CTOA Curve for Structural Steel Hot-Rolled Thin Plates)

  • 이계승;이억섭
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2003년도 춘계학술대회 논문집
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    • pp.729-732
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    • 2003
  • The K-R design curve is an engineering method of linear-elastic fracture analysis under plane-stress loading conditions. By the way, linear-elastic fracture mechanics (LEFM) is valid only as long as nonlinear material deformation is confined to a small region surrounding the crack tip. Like general steels, it is virtually impossible to characterize the fracture behavior with LEFM, in many materials. Critical values of J contour integral or crack tip opening displacement (CTOD) give nearly size independent measures of fracture toughness, even for relatively large amounts of crack tip plasticity. Furthermore, the crack tip opening displacement is the only parameter that can be directly measured in the fracture test. On the other. the crack tip opening angle (CTOA) test is similar to CTOD experimentally. Moreover, the test is easier to measure the fracture toughness than other method. The shape of the CTOA curve depends on material fracture behavior and, on the opening configuration of the cracked structure. CTOA parameter describes crack tip conditions in elastic-plastic materials, and it can be used as a fracture criterion effectively. In this paper, CTOA test is performed for steel JS-SS400 hot-rolled thin plates under plane-stress loading conditions. Special experimental apparatuses are used to prevent specimens from buckling and to measure crack tip opening angle for thin compact tension (CT) specimens.

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Compressive performances of concrete filled Square CFRP-Steel Tubes (S-CFRP-CFST)

  • Wang, Qingli;Shao, Yongbo
    • Steel and Composite Structures
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    • 제16권5호
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    • pp.455-480
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    • 2014
  • Sixteen concrete filled square CFRP-steel tubular (S-CFRP-CFST) stub columns under axial compression were experimentally investigated. The experimental results showed that the failure mode of the specimens is strength loss of the materials, and the confined concrete has good plasticity due to confinement of the CFRP-steel composite tube. The steel tube and CFRP can work concurrently. The load versus longitudinal strain curves of the specimens can be divided into 3 stages, i.e., elastic stage, elasto-plastic stage and softening stage. Analysis based on finite element method showed that the longitudinal stress of the steel tube keeps almost constant along axial direction, and the transverse stress at the corner of the concrete is the maximum. The confinement effect of the outer tube to the concrete is mainly focused on the corner. The confinements along the side of the cross-section and the height of the specimen are both non-uniform. The adhesive strength has little effect both on the load versus longitudinal strain curves and on the confinement force versus longitudinal strain curves. With the increasing of the initial stress in the steel tube, the load carrying capacity, the stiffness and the peak value of the average confinement force are all reduced. Equation for calculating the load carrying capacity of the composite stub columns is presented, and the estimated results agree well with the experimental results.

수송 스트레스 및 영양결핍에 기인한 일본원숭이의 집단 폐사 (A mass outbreak of death caused by transport stree and malnutrition in Japanese macaques(Macaca fuscata))

  • 권오덕;정규식;이근우;이창민;임채웅
    • 한국동물위생학회지
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    • 제26권2호
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    • pp.185-191
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    • 2003
  • There was a mass outbreak of death caused by transport stress and malnutrition in Japanese macaques imported from Japan at a farm stock in Korea, which were diagnosed on the ground of history taking, clinical finding, hematological examination and necropsy. Twenty eight Japanese macaques imported from Japan died suddenly from the 4th day after arrival in a farm. These animals were confined very small cages individually and lose the appetite for 10 days from shipping. Main clinical findings observed from alive Japanese macaques consisted of hypothermia and dehydration. On hematological observation for typical 4 cases showed increased erythrocytes and packed cell volume. On serum biochemical examination for 3 cases showed hypoglycemia, whereas blood urea nitrogen, aspartate aminotransferase and alanine aminotransferase were increased. On necropsy for 3 cases, hemorrhage and congestion were observed on the lung and the walls of stomach and intestine were thinned. Histologically, hemorrhagic pneumonia and enteritis with loss of villi were seen. The death of these animal was caused by poor management during transport, which was resulted in transport stress and malnutrition.

세립분 함유량에 따른 새만금준설토의 액상화 특성에 관한 연구

  • 김유성;이수근;고형우
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 춘계 학술발표회
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    • pp.1458-1465
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    • 2010
  • A lot of dredging and reclaming projects are recently under way in Korea for the efficient use of limiting land space. Saemanguem area is special case of reclaiming by dredged soil. In case of a confined disposal of dredged soils by a pump dredger, generally coarse grained soils are separated from fines with dropping at the near part of the pump dredger. This kind of seperation of fine contents could be a factor of liquefaction by earthquake. In Korea, recently, earthquakes with magnitude of 3.0 or higher are distinctively increasing in 1990. In this study, cyclic shear characterics of Saemanguem Dredged sand depending on fine content were analyzed. A series of undrained cyclic triaxial test with cyclic stress ratio ($\sigma_d/{2\sigma_{{\upsilon}c}}'$) were performed on both isotropic consolidated specimen and sand with fine contents of 0%, 5%, 15%, 30%, 40% under the effective vertical stress of 100kPa and 50% and 60%, 70% of relative density for fine content of 0%, respectively. In the test results, cyclic shear strength increased by increasing of cyclic stress ratio($\sigma_d/{2\sigma_{{\upsilon}c}}'$) with increasing the relative density at the same number of cyclic under the effective confining pressure of 100kPa. It is almost highest the double amplitude(DA) 1%, 3%, 5%, 7.5% and 10% at fine content of 15% between Cyclic stress ratio($\sigma_d/{2\sigma_{{\upsilon}c}}'$) value at cyclic number five and fine content. Number of cyclic is 30 under the effective vertical stress of 100kPa, 70% of relative density for fine content of 15%. when the cyclic stress ratio at each relative density was compared at cyclic number five, the double amplitude(DA) 1%, 3%, 5%, 7.5% and 10%, and the pore-pressure ratio (${\Delta}u/{\sigma'}_c$) 0.95 value were compared; under the relative density of 70% and the effective confining pressure of 100kPa. The pore-pressure ratio (${\Delta}u/{\sigma'}_c$) 0.95 value showed a similar trend to the double amplitude (DA) 5% line.

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모래다짐말뚝과 널말뚝으로 처리된 연약점토지반의 거동 (Behavior of Soft Ground Treated with Sand Compaction Piles and Sheet Piles)

  • 유남재;정길수;박병수;김경수
    • 산업기술연구
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    • 제26권B호
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    • pp.93-99
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    • 2006
  • Centrifuge model experiments were performed to investigate the confining effects of the sheet piles, installed to the sides of soft clay ground treated with sand compaction piles, on the bearing capacity and concentration ratio of composite ground. For the given g-level in the centrifuge model tests, replacement ratio of SCP and the width of surcharge loads on the surface of ground with SCP, the confining effects of installing the sheet piles on the edges of SCP ground on the bearing capacity, change of stress concentration ratio and failure mechanism were investigated. Kaolin, one of typical clay mineral, and Jumunjin standard sand were used as a soft clay ground and sand compaction pile irrespectively. As results of experiments, lateral confining effect by inserting the model sheet piles fixed to the loading plate was observed. For the strip surcharge loading condition, the yielding stress intensity in the form of the strip surcharge loads tends to increase with increasing the embedded depth of sheet piles. The stress concentration ratio was found not to be influenced consistently with the embedded depth of sheet piles whereas the effect of stress intensity on stress concentration ratio shows the general trend that values of stress concentration ratio are relatively high at the initial stage of loading and tend to decrease and converge to the certain values. For the failure mechanism in the case of reinforced with sheet piles, displacement behavior related to the punching failure, settlement right beneath the loading plate occurred since the soil was confined with sheet piles, was observed.

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고속용 p-MOS 트랜지스터에서 NBTI 스트레스에 의한 특성 인자의 열화 분석 (The Degradation Analysis of Characteristic Parameters by NBTI stress in p-MOS Transistor for High Speed)

  • 이용재;이종형;한대현
    • 한국통신학회논문지
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    • 제35권1A호
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    • pp.80-86
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    • 2010
  • 본 논문은 게이트 채널 길이 0.13 [${\mu}m$]의 p-MOS 트랜지스터에서 음 바이어스 온도 불안정(NBTI) 전류 스트레스 인가에 의한 게이트유기 드레인 누설(GIDL) 전류를 측정 분석하였다. NBTI 스트레스에 의한 문턱전압의 변화와 문턱전압아래 기울기와 드레인 전류 사이에 상관관계로부터, 소자의 특성 변화의 결과로 열화에 대한 중요한 메카니즘이 계면 상태의 생성과 관련이 있다는 것을 분석하였다. GIDL 전류의 측정 결과로부터, NBTI 스트레스에 기인한 계면상태에서 전자-정공 쌍의 생성이 GIDL 전류의 증가의 결과를 도출하였다. 이런 결과로 부터, 초박막 게이트 산화막 소자에서 NBTI 스트레스 후에 증가된 GIDL 전류를 고려해야만 한다. 또한, 동시에 신뢰성 특성과 직류 소자 성능의 고려가 나노 크기의 CMOS 통신회로 설계의 스트레스 파라미터들에서 반드시 있어야 한다.

자유로운 신체운동과 멜라토닌이 우울장애 동물모델에 미치는 효과 (Effects of Physical Activity and Melatonin in a Rat Model of Depression Induced by Chronic Stress)

  • 성호현;정성모;김시원;김연정
    • Journal of Korean Biological Nursing Science
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    • 제17권1호
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    • pp.37-43
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    • 2015
  • Purpose: Stress, depending on its intensity and duration, results in either adaptive or maladaptive physiological and psychological changes in humans. Also, it was found that stressful experiences increase the signs of behavioral despair in rodents. On the other hand, exercise and melatonin treatment is believed to have many beneficial effects on health. Thus, this study was designed to evaluate the anti-depressant effects of physical activity and melatonin against chronic stress-induced depression in rats. Methods: Adult male Sprague-Dawley(SD) rats(200-250g, 7 weeks of age) were subjected to depression induced by chronic stress. Chronic depression was induced with forced-swim stress (FSS) and repeated change of light-dark cycle for 4 weeks. In the last 2 weeks, some rats were confined in a cage enriched with a running wheel, seesaw and chewed a ball from 19:00 to 07:00 every day. Melatonin was injected intra-peritoneally (I.P), and the rats received intraperitoneal injections of melatonin (15 mg/kg). The Forced Swim Test (FST) was performed to evaluate the immobility behaviors of rats for a 5 min test. Results: It was found that, the immobility time in FST was significantly (p<.05) lower in physical exercise ($M=58.83{\pm}22.73$) and melatonin ($M=67.33{\pm}37.73$) than in depressive rats ($M=145.93{\pm}63.16$) without physical activity. Also, TPH positive cell in dorsal raphe was significantly (p<.05) higher in exercise ($M=457.38{\pm}103.21$) and melatonin ($M=425.38{\pm}111.56$) than in depressive rats ($M=258.25{\pm}89.13$). Conclusion: This study suggests that physical activity and melatonin produces antidepressant-like effect on stress-induced depression in rats. So, physical exercise and melatonin may be a good intervention in depression patients.

영상 분석 기법을 이용한 RC 부재의 항복 후 휨 거동 분석(I): 압축부를 중심으로 (Evaluation on the Bending Behavior After Yield of RC Beam by Using Image Processing Method(I): Focused on the Compressive Part)

  • 김건수;박기태;우태련;김재환
    • 한국구조물진단유지관리공학회 논문집
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    • 제26권6호
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    • pp.39-46
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    • 2022
  • 철근콘크리트 구조물의 설계 방법으로 한계상태설계법이 적용되면서 해석이나 설계 시 극한상태까지 고려하도록 하고 있다. 실제로 철근콘크리트 부재가 휨을 받을 때 전단철근에 의한 구속 효과가 존재하지만, 설계 시에는 비구속 콘크리트의 재료 곡선을 적용하도록 하고 있다. 본 연구에서는 휨 부재에 대한 구속콘크리트 모델의 적합성을 평가하기 위하여 복철근 직사각형 단면을 가지는 RC 단순보에 대하여 4점 휨 실험을 수행하였고, 영상분석기법을 이용하여 부재의 항복 후 거동을 상세하게 분석하였다. 상세한 분석을 위하여 DIC 기법을 영상분석 기법으로써 채택하였고, 기존 계측 방법과 계측 결과를 비교함으로써 DIC 기법의 타당성을 검증하였다. DIC 기법의 결과로 산출된 콘크리트 표면의 변형률 분포도를 얻을 수 있었고, 이를 통하여 단면의 평균 변형률 분포를 산출하였다. 평균 변형률 분포도를 이용하여 기존 구속콘크리트 모델을 재료곡선으로 적용한 응력 분포도를 도출할 수 있었다. 실험 결과와 기존 모델 적용 결과의 비교를 통하여 직사각형 단면을 가지는 RC 휨 부재에 대한 구속콘크리트 모델의 적합성을 평가하였다.

고속용 p-MOSFET에서 NBTI 스트레스에 의한 GIDL 전류의 특성 분석 (The Characteristics Analysis of GIDL current due to the NBTI stress in High Speed p-MOSFET)

  • 이용재;송재열;이종형;한대현
    • 한국정보통신학회논문지
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    • 제13권2호
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    • pp.348-354
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    • 2009
  • 본 논문은 p-MOS 트랜지스터에서 음 바이어스 온도 불안정(NBTI) 전류 스트레스 인가에 의해서 드레인 전류, 문턱 전압, 문턱 전압아래 기울기, 게이트유기 드레인 누설(GIDL) 전류가 변화하는 열화특성을 측정하고 분석하였다. 스트레스 시간, 온도와 전계 의존에 연관된 열화 크기는 실리콘/산화막 계면에서 계면 트랩 생성에 좌우된다는 것으로 나타났다. 문턱 전압의 변화와 문턱 전압아래 기울기 사이에 상관관계로부터, 소자 열화에 대한 중요한 메카니즘이 계면 상태의 생성과 관련이 있다는 것을 분석하였다. GIDL 측정 결과로부터, NBTI 스트레스에 기인한 계면상태에서 전자 정공쌍의 생성이 GIDL 전류의 증가를 가져온다. 그러므로 초박막 게이트 산화막 소자에서 NBTI 스트레스 후에 GIDL 전류 증가를 고려하여 야만 한다. 또한, 신뢰성 특성과 dc 소자 성능을 동시에 고려함이 초고집적 CMOSFET의 스트레스 공학기술에서 상당히 필수불가결하다.

세포군집의 확장에 관여하는 물리적 힘의 가시화 (Visualization of mechanical stresses in expanding cell cluster)

  • 조영빈;권보미;고웅현;신현정
    • 한국가시화정보학회지
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    • 제13권1호
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    • pp.43-48
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    • 2015
  • Collective cell migration is a fundamental phenomenon observed in various biological processes such as development, wound healing, and cancer metastasis. During the collective migration, cells undergo changes in their phenotypes from those of stable to the migratory state via the process called epithelial-mesenchymal transition (EMT). Recent findings in biology and biochemistry have shown that EMT is closely related to the cancer invasion or metastasis, but not much of the correlations in kinematics and physical forces between the neighboring cells are known yet. In this study, we aim to understand the cell migration and stress distribution within the expanding cell cluster. We constructed the in vitro cell cluster on the hydrogel, employed traction force microscopy (TFM) and monolayer stress microscopy (MSM) to visualize the physical forces within the expanding cell monolayer. During the expansion, cells at the cluster edge exhibited enhanced motility and developed focal adhesions that are the essential features of EMT while cells at the core of the cluster maintained the epithelial characteristics. In the aspect of mechanical stress, the cluster edge had the highest traction force of ~90 Pa directed toward the cluster core, which means that cells at the edge actively pull the substrate to make the cluster expansion. The cluster core of the tightly confined cells by neighboring cells had a lower traction force value (~60 Pa) but the highest intercellular normal stress of ~800 Pa because of the accumulation of traction from the edge of the monolayer.