• 제목/요약/키워드: Severe damage

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전신 마취 도입 중 발생한 급성 심장정지에 의한 뇌 손상 회복의 일례 (The Recovery of Brain Damage Caused by Cardiac Arrest during Induction of General Anesthesia)

  • 양승희;민복기
    • 대한간호
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    • 제10권6호통권56호
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    • pp.22-25
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    • 1971
  • The recovery of process of brain damage caused by an acute severe cerebral hypoxia has been reported in various literatures. And the possibility of complete recovery of such case was said to be good in younger age group than in adult''s group. We experien

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Analysis of the adhesive damage for different patch shapes in bonded composite repair of corroded aluminum plate

  • Mohamed, Berrahou;Bouiadjra, B. Bachir
    • Structural Engineering and Mechanics
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    • 제59권1호
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    • pp.123-132
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    • 2016
  • Many military and commercial aging aircrafts flying beyond their design life may experience severe crack and corrosion damage, and thus lead to catastrophic failures. In this paper, were used in a finite element model to evaluate the effect of corrosion on the adhesive damage in bonded composite repair of aircraft structures. The damage zone theory was implemented in the finite element code in order to achieve this objective. In addition, the effect of the corrosion, on the repair efficiency. Four different patch shapes were chosen to analyze the adhesive damage: rectangular, trapezoidal, circular and elliptical. The modified damage zone theory was implemented in the FE code to evaluate the adhesive damage. The obtained results show that the adhesive damage localized on the level of corrosion and in the sides of patch, and the rectangular patch offers high safety it reduces considerably the risk of the adhesive failure.

강릉지역 국도의 재해위험성 평가 (Hazard Risk Assessment for National Roads in Gangneung City)

  • 김기홍;원상연;윤준희;송영선
    • 대한공간정보학회지
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    • 제16권4호
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    • pp.33-39
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    • 2008
  • 2002년의 루사, 2003년의 매미로 강원도에는 산사태 및 토석류 관련 심각한 재해가 발생하였으며 이러한 피해는 하천도로에 막대한 피해를 주었다. 2002년 이후 재해대장을 살펴보면 강원도의 산악지형에 이러한 피해가 집중된 현상을 볼 수 있다. 최근 GIS를 활용하여 산사태 및 토석류 발생 지역을 예측하기 위한 많은 연구가 활발히 진행되고 있으며, 산림청에서 제작한 산사태 위험도가 대표적인 예이다. 본 연구에서는 하천도로에 막대한 피해를 입은 강릉지역의 산사태위험도를 GIS기법을 이용한 통계적 분석법과 결정론적 분석법을 적용하여 제작하였다. 2002년 이후 국도유지관리사무소의 재해대장과 현장조사를 통한 피해지점의 GIS DB를 구축하였으며, GIS 기법을 통해 제작한 산사태 및 토석류 위험지도의 정확성을 검증하였다.

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내열합금 구조품에서의 국부적 소성변형과 이중후방응력 경화 모델 (Localized Plastic Deformation in Heat-Resistant Alloy and Combined Two-Back Stress Hardening Model)

  • 윤수진;이상연;박동창;윤현걸
    • 한국추진공학회지
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    • 제15권5호
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    • pp.82-88
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    • 2011
  • 본 논문에서는 유한요소해석을 통해 연소시험 과정 중 발생한 내열 구조품의 파단현상이 분석되었다. 구조 불안정성은 소성변형으로 인한 것으로 이는 급격한 열하중의 변화에서 비롯된 것이다. 한편 소성변형 국부화 현상을 이해하기 위해 구성방정식에 연속체 파손변수가 포함되었으며 또한 Armstrong-Frederick과 Phillips 경화식을 이용, 이중후방응력 구성방정식이 제안되었다. 따라서 본 모델은 광범위한 소성변형거동을 해석할 수 있는 토대를 마련하였다. 수치해석을 통해 소성변형 집중 현상은 지배적인 후방응력의 전개에 의존하는 것으로 나타났다. 또한 물체 내에서의 파손 현상은 소성변형 집중을 가속화하는 것으로 밝혀졌다.

Failure of circular tunnel in saturated soil subjected to internal blast loading

  • Han, Yuzhen;Liu, Huabei
    • Geomechanics and Engineering
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    • 제11권3호
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    • pp.421-438
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    • 2016
  • Explosions inside transportation tunnels might result in failure of tunnel structures. This study investigated the failure mechanisms of circular cast-iron tunnels in saturated soil subjected to medium internal blast loading. This issue is crucial to tunnel safety as many transportation tunnels run through saturated soils. At the same time blast loading on saturated soils may induce residual excess pore pressure, which may result in soil liquefaction. A series of numerical simulations were carried out using Finite Element program LS-DYNA. The effect of soil liquefaction was simulated by the Federal Highway soil model. It was found that the failure modes of tunnel lining were differed with different levels of blast loading. The damage and failure of the tunnel lining was progressive in nature and they occurred mainly during lining vibration when the main event of blast loading was over. Soil liquefaction may lead to more severe failure of tunnel lining. Soil deformation and soil liquefaction were determined by the coupling effects of lining damage, lining vibration, and blast loading. The damage of tunnel lining was a result of internal blast loading as well as dynamic interaction between tunnel lining and saturated soil, and stress concentration induced by a ventilation shaft connected to the tunnel might result in more severe lining damage.

A Study on Drone's Liability on Flight in South Korea

  • Kwak, Young-Am
    • 유통과학연구
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    • 제14권3호
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    • pp.5-10
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    • 2016
  • Purpose - This paper analyzed the accident of drone and related insurance goods which can be coverable with regard to drone accident. The study range is limited in the owner's care, custody, and the control of drone in South Korea, but military area and law and regulation of the drone would be exceptional. Research design, data, and methodology - With regard to drone's flight, drone can make possible risks and can give severe damage to the people. To carry out this research, literature survey and review such as journal, thesis and publications were adopted. Results - As for the insurance coverage from drone's accident involved in the purpose of business, insurance coverage depends on 'commercial general liability insurance'. However, in case of personal hobby including leasure intention, insurance coverage depends on 'living liability insurance'. Conclusions - From a drone's accident, operator and owner of the drone may face the property damage to the drone itself, and then can give severe damage or loss to the people such as physical injuries and property damage. Peoples should be concerned about having the awareness of drone's accident with insurance coverage.

내열합금 구조품에서의 국부적 소성변형과 이중후방응력 경화 모델 (Localized Plastic Deformation in Heat-Resistant Alloy and Combined Two-Back Stress Hardening Model)

  • 윤수진;이상연;박동창;윤현걸
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2011년도 제36회 춘계학술대회논문집
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    • pp.272-278
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    • 2011
  • 본 논문에서는 유한요소해석을 통해 연소시험 과정 중 발생한 내열 구조품의 파단현상이 분석되었다. 구조 불안정성은 소성변형으로 인한 것으로 이는 급격한 열하중의 변화에서 비롯된 것이다. 한편 소성변형 국부화 현상을 이해하기 위해 Armstrong-Frederick과 Phillips 경화식을 이용, 이중후방응력 구성방정식이 제안되었으며, 또한 본 모델은 연속체 파손역학과 조합되었으며 광범위한 소성변형거동을 보일 수 있다. 수치해석을 통해 소성변형 집중 현상은 지배적인 후방응력의 전개에 의존하는 것으로 나타났다. 또한 물체 내에서의 파손 현상은 소성변형 집중을 가속화하는 것으로 밝혀졌다.

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Serum S-100B Protein as a Prognostic Factor in Patients with Severe Head Injury

  • Jang, Woo-Youl;Kim, Jae-Hyoo;Joo, Sung-Pil;Lee, Jung-Kil;Kim, Tae-Sun;Kim, Soo-Han
    • Journal of Korean Neurosurgical Society
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    • 제39권4호
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    • pp.271-276
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    • 2006
  • Objective : Despite the recent progress that has been made in intracerebral monitoring, it is still difficult to quantify the exact extent of primary brain damage after severe head injury. In this work, we investigate the role of S-100B protein as a serum marker of brain damage after severe head injury. Methods : 21 patients with severe head injury [GCS score <9] were selected for this prospective study. A venous blood sample was taken as soon as possible after head injury and the serum concentration of S-100B protein was measured daily for five consecutive days. The serum level of S-100B protein was compared with the patients' outcome. The outcome was measured twice, at hospital discharge and after 6 months of follow-up using the Glasgow Outcome Scale[GOS]. Results : Those patients who died within two weeks [after head injury] had a significantly higher serum S-100B value than those who survived [median, 9.64ug/L versus 2.91ug/L]. Seven [78%] of the nine patients who died had a maximum S-100B value of 2ug/L or higher, while three [25%] of the twelve surviving patients showed a maximum S-100B protein value of more than 2ug/L [P<005]. Conclusion : These results indicate that S-100B protein appears to be the most reliable index for estimating the extent of brain damage.

A comprehensive study on active Lamb wave-based damage identification for plate-type structures

  • Wang, Zijian;Qiao, Pizhong;Shi, Binkai
    • Smart Structures and Systems
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    • 제20권6호
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    • pp.759-767
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    • 2017
  • Wear and aging associated damage is a severe problem for safety and maintenance of engineering structures. To acquire structural operational state and provide warning about different types of damage, research on damage identification has gained increasing popularity in recent years. Among various damage identification methods, the Lamb wave-based methods have shown promising suitability and potential for damage identification of plate-type structures. In this paper, a comprehensive study was presented to elaborate four remarkable aspects regarding the Lamb wave-based damage identification method for plate-type structures, including wave velocity, signal denoising, image reconstruction, and sensor layout. Conclusions and path forward were summarized and classified serving as a starting point for research and application in this area.

콘크리트 구조물의 확률적 응답특성을 이용한 손상평가모델 (Probabilistic Damage Assessment of Concrete Structures)

  • 오병환;이성로;윤철호;이성규
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1991년도 가을 학술발표회 논문집
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    • pp.119-123
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    • 1991
  • The concrete structures subjected to strong earthquakes may undergo hysteretic behavior and result in severe damage. The inelastic behavior and steffness degradation due to seismic loading must be properly modeled. The present study proposes a realistic model to assess the structural damage of concrete structures under seismic loadings. The present model also takes into account the probabilistic nature of seimic loading and thus the randomness of motion.

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