• 제목/요약/키워드: Rupture force

검색결과 82건 처리시간 0.023초

Traumatic Epidermal Inclusion Cyst under Anterolateral Thigh Free Flap on Great Toe

  • Lee, Jun Ho;Choi, Hwan Jun
    • Archives of Reconstructive Microsurgery
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    • 제24권1호
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    • pp.37-39
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    • 2015
  • Epidermal inclusion cyst is a common mass in life. It is covered with a stratified squamous epithelium, thus, there is a granular cell layer adjacent to the keratin-containing cyst lumen. It can be caused by mechanical force, trauma, or a spontaneous event. It can rupture spontaneously or be ruptured by external mechanical forces. Epidermal inclusion cysts that exhibit inflammation or recur should be removed by simple excision. In this case, the patient showed an epidermal inclusion cyst under an anterolateral thigh free flap, which can cause the palpable mass to go unnoticed. First we thought he had neuroma formation after a surgical procedure on his foot. However it was an epidermal inclusion cyst, which was diagnosed by a special pathologist. It is a curious and rare case.

내진철골모멘트접합부 패널존의 전단좌굴 방지를 위한 패널존 상대강도 (Relative Panel Zone Strength in Seismic Steel Moment Connections for Prevention of Panel Zone Shear Buckling)

  • 김소연;이철호
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2007년도 정기 학술대회 논문집
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    • pp.845-850
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    • 2007
  • The empirical AISC panel zone thickness provision$(t_z\geq(d_z+w_z)$/90) to prevent the cyclic shear buckling of the panel zone was proposed based on the test data of Krawinkler et al. (1971) and Bertero et al. (1973) However, no published records of the equation development or any other background information appear to be available. The calibrated finite element analysis results of this study indicated that the AISC provision was not reasonable. In this study, through including the effects of the column axial force and the aspect ratio of the panel zone, a new equation for the relative strength between the beam and the panel zone was proposed such that the proposed equation can prevent the panel zone shear buckling and reduce the potential fracture associated with the kinking of the column flanges.

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고온숙성에 의한 저급육의 연도개선과 그 이용 (Tenderness Improvement and Utilization of Low Quality Meat by High Temperature Aging)

  • 성삼경
    • 한국식품과학회지
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    • 제21권4호
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    • pp.549-555
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    • 1989
  • 저급육인 한우숫소의 앞다리고기를 도살직후 $16{\pm}2^{\circ}C$에서 고온숙성하여 연도개선 효과를 검토하였다. 또한 24시간 고온숙성한 후, 재구성육을 조제하여 결착성 개선방법을 모색하였다. 시료의 처리는 소금(0, 0.5, 1.0%), pyrophosphate(0, 0.3, 0.5%)와 이들의 혼용효과를 검토하였고, 소금(0.5%)과 pyrophosphate(0.3%)를 혼용한 원료에 succinic anhydride(0, 0.1, 0.2, 0.3%)를 첨가하여 석시닐산의 첨가효과를 검토하였다. 얻어진 결과는 다음과 같다. 1. 고온숙성은 저온숙성에 비하여 전단력이 낮았고, 근원섬유소편화지수가 높았으며, 연도개선의 효과가 뛰어났다. 전자현미경에 의한 형태학적 변화의 결과도 이들 결과 일치하였다. 2. 재구성육의 파단응력은 소금과 인산염의 첨가수준이 증가할수록 높아졌고, 소금과 인산염을 혼용할 경우, 현저히 증가하였다. 3. 조리수율은 소금과 인산염의 첨가수준이 증가할수록 낮아졌고, 소금과 인산염을 혼용할 경우, 현저하게 감소하였다. 4. TBA가는 소금 첨가수준에 비례하여 증가하였으며, 인산염 및 인산염과 소금혼용의 경우는 약간 증가하는 경향이었다. 5. 석신산은 재구성육의 결착력과 품질개선에 전혀 도움이 되지 않았다.

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Covered Stenting Is an Effective Option for Traumatic Carotid Pseudoaneurysm with Promising Long-Term Outcome

  • Wang, Kai;Peng, Xiao-xin;Liu, Ao-fei;Zhang, Ying-ying;Lv, Jin;Xiang, Li;Liu, Yun-e;Jiang, Wei-jian
    • Journal of Korean Neurosurgical Society
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    • 제63권5호
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    • pp.590-597
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    • 2020
  • Objective : Covered stenting is an optional strategy for traumatic carotid pseudoaneurysm, especially in malignant conditions of potential rupture, but the long-term outcomes are not clear. Our aim was to determine if covered stenting is an effective option for traumatic carotid pseudoaneurysm with promising long-term outcomes. Methods : Self-expanding Viabahn and balloon-expandable Willis covered stents were separately implanted for extra- and intracranial traumatic carotid pseudoaneurysm. The covered stent was placed across the distal and proximal pseudoaneurysm leakage under roadmap guidance. Procedural success was defined as technical success (complete exclusion of the pseudoaneurysm and patency of the parent artery) without a primary end point (any stroke or death within 30 days after the procedure). Long-term outcomes were evaluated as ischemic stroke in the territory of the qualifying artery by clinical follow-up through outpatient or telephone consultation and as the exclusion of the pseudoaneurysm and patency of the parent artery by imaging follow-up through angiography. Results : Five patients with traumatic carotid pseudoaneurysm who underwent covered stenting were enrolled. The procedural success rate was 100%. No ischemic stroke in the territory of the qualifying artery was recorded in any of the five patients during a mean clinical follow-up of 44±16 months. Complete exclusion of the pseudoaneurysm and patency of the parent artery were maintained in all five patients during a mean imaging follow-up of 39±16 months. Conclusion : Satisfactory procedural and long-term outcomes were obtained, suggesting that covered stenting is an effective option for traumatic carotid pseudoaneurysm.

Cu-C$u_2$O의 공정반응에 의한 구리와 알루미나의 직접접합 (The Direct Bonding of Copper to Alumina by $Cu-Cu_2$O Eutectic Reaction)

  • 유환성;이임열
    • 한국재료학회지
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    • 제2권4호
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    • pp.241-247
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    • 1992
  • 본 연구에서는 $Cu-Cu_2$O의 공정반응에 의한 구리와 알루미나의 직접접합에 대하여 연구 하였다. $1.5{\times}10^{-1}$torr, $1015^{\circ}C$에서 산화시킨 후 $10_{-3}$torr, 107$5^{\circ}C$에서 접합시킨 시편의 접합력과 계면특성을 인장시험, SEM, EDS 및 XRD를 통하여 분석하였다. 3분 산화시켜 접합하면 우수한 접합강도를 보이며 산화시간이 이보다 짧거나 길면 결합력은 저하하였다. 과단은 알루미나 공정조직 계면에서 발생하였으며 파단후 $Al_2O_3$표면에는 Cu쪽에서 빠져나간 $Cu_2$O nodule의 존재하였는 바 접합력은 $Cu_2$O-A$l_2O_3$계면보다는 $Cu-Cu_2$O계면에 좌우됨을 보여주고 있다. 접합력은 접합시간에 따라 완만한 증가를 보였으며 CuA$l_2O_4$$CuAlO_2$의 반응생성물이 접합중 형성되었다.

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무용접 좌굴방지재로 보강한 철골 가새의 구조거동 (Structural Behavior of Steel Brace Strengthened with Non-welded Buckling Restraint Casing)

  • 김선희;문지영;최성모
    • 한국강구조학회 논문집
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    • 제27권2호
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    • pp.207-217
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    • 2015
  • 철골 중심 가새골조는 최소의 물량으로 건물의 횡력에 대한 저항력을 확보할 수 있는 매우 효과적인 시스템이다. 그러나 중심가새 골조는 탄성거동을 전제로 풍하중에 대한 구조시스템으로 비탄성거동을 수반하는 지진하중에 대해서는 가새 좌굴 이후의 에너지 소산능력저하와 반복하중 하에 가새 및 접합부의 취성파단 가능성이 제기된다. 그로 인해 가새의 좌굴이 최초로 발생한 층에 소성변형이 집중되어 연약층 발생에 의한 건물의 붕괴로 이어질 가능성이 높다. 따라서 본 논문에서는 기 설치된 H형 가새를 무용접 냉간성형보강재로 보강하여 휨-좌굴을 억제하고 인장력과 압축력에 동일한 강도를 확보하는 보강안에 대한 연구를 진행하였다.

초경엔드밀 적용 표면처리 조성별 마모특성 영향 평가 (The Evaluation of Wear Characteristics Depending on Components of Surface Treatment for Cemented Carbide Endmill)

  • 윤일채;김동배;윤국태;윤인준;이지형;고태조
    • 한국정밀공학회지
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    • 제31권6호
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    • pp.513-519
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    • 2014
  • For depth machining in die and mold, Electrical Discharge Machining (EDM) is used generally. To make deep hole and deep shape efficiently, cemented carbide endmill for depth machining is necessary. For this purpose, cemented carbide endmill was designed using design of experiment (DOE). To improve cutting performance, endmill was coated with multilayer surface treatment, TiAlCrSiN and TiAlCrN, for higher wear resistance. In order to evaluate the endmill, Transverse Rupture Strength (TRS) test was tried for investigating the relationship between surface treatment and strength in endmill body. Scratch test was also used for measuring adhesion force of each surface treatment. To evaluate hardness of surface treatment, Atomic Force Microscope (AFM) analysis was carried out. Wear test was executed for characteristics of each surface treatment in high temperature. Consequently, TiAlCrSiN was superior to the TiAlCrN coating in case of high temperature environment such as cutting.

복부대동맥의 3차원 표면모델링을 위한 가변형 능동모델의 적용 (Surface Rendering in Abdominal Aortic Aneurysm by Deformable Model)

  • 최석윤;김창수
    • 한국콘텐츠학회논문지
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    • 제9권6호
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    • pp.266-274
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    • 2009
  • 복부대동맥류는 주로 65-75세의 중년이후 남성과 흡연자에서 주로 발생한다. 가장 중요한 증세는 대동맥 파열로서 생명에 치명적이며, 혈관벽이 헐고 약해지고 파열되어 많은 양의 혈액이 복강 내로 쏟아지는 것을 의미한다. 복부대동맥박리를 치료하기 위해서는 3차원 영상 정보가 필요하고, 수술시 임상의사에게 많은 도움이 된다. 3차원 정보는 MDCT로부터 계산되고 3차원 모델은 2차원 CT영상의 분할로 계산된 좌표로부터 재구성된다. 따라서 3차원 영상의 질은 2차원 영상의 분할알고리듬에 의존적이다. 본 연구에서는 목적장기만을 모델링하기 위해서 가변형 능동모델을 제안한다. 가변형 능동모델은 외부힘에 의해서 에너지가 최소화되는 수렴하는 모델이다. 외부힘은 GVF로 불리며, 그레이레벨 또는 영상으로 부터의 이 진경계지도의 구배가 확산되는 것을 계산한다. 실험결과 복부대동맥박리에 적용해서 3차원 표면재구성을 성공했으며, 분할알고리듬의 특성으로 시각적 및 정량적인 평가도 성공했다.

Experimental investigation of the pullout behavior of fiber concrete with inclination steel fibers

  • Seyyed Amir Hossein, Madani;S. Mohammad, Mirhosseini;Ehsanolah, Zeighami;Alireza, NezamAbadi
    • Advances in concrete construction
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    • 제14권5호
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    • pp.299-307
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    • 2022
  • Cement-based matrixes have low tensile strength and negligible ductility. Adding fibres to these matrixes will improve their mechanical properties and make these composites suitable for structural applications. Post-cracking tensile strength of steel fibers-reinforced cementitious composite materials is directly related to the number of transverse fibers passing through the crack width and the pulling-out behavior of each of the fibers. Therefore, the exact recognition of the pullout behavior of single fibers is necessary to understand the uniaxial tensile and bending behavior of steel fiber-reinforced concrete. In this paper, an experimental study has been carried out on the pullout behavior of 3D (steel fibers with totally two hooks at both ends), 4D (steel fibers with a total of four hooks at both ends), and 5D (steel fibers with totally six hooks at both ends) in which the fibers have been located either perpendicular to the crack width or in an inclined manner. The pullout behavior of the mentioned steel fibers at an inclination angle of 0, 15, 30, 45, and 60 degrees and with embedded lengths of 10, 15, 20, 25, and 30 millimetres is studied in order to explore the simultaneous effect of the inclination angle of the fibers relative to the alongside loading and the embedded length of fibers on the pullout response in each case, including the maximal pullout force, the slip of the maximum point of pullout force, pullout energy, fiber rupture, and concrete matrix spalling. The results showed that the maximum pullout energy in 3D, 4D, and 5D steel fibers with different embedded lengths occurs at 0 to 30° inclination angles. In 5D fibers, maximum pullout energy occurs at a 30° angle with a 25 mm embedded length.

Inelastic analysis of concrete beams strengthened with various fiber reinforced polymer (FRP) systems

  • Terro, M.J.;El-Hawary, M.M.;Hamoush, S.A.
    • Computers and Concrete
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    • 제2권3호
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    • pp.177-188
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    • 2005
  • This paper presents a numerical model developed to evaluate the load-deflection and moment-curvature relationship for concrete beams strengthened externally with four different Fiber Reinforced Polymer (FRP) composite systems. The developed model considers the inelastic behavior of concrete section subjected to a combined axial force and bending moment. The model accounts for tensile strength of concrete as defined by the modulus of rupture of concrete. Based on the adopted material constitutive relations, the model evaluates the sectional curvature as a function of the applied axial load and bending moment. Deflections along the beam are evaluated using a finite difference technique taking into account support conditions. The developed numerical technique has been tested on a cantilever beam with a transverse load applied at its end. A study of the behavior of the beam with tension reinforcement compared to that with FRP areas giving an equivalent ultimate moment has been carried out. Moreover, cracking of the section in the tensile region at ultimate load has also been considered. The results indicated that beams reinforced with FRP systems possess more ductility than those reinforced with steel. This ductility, however, can be tuned by increasing the area of FRP or by combining different FRP layers.