• 제목/요약/키워드: local compression

검색결과 405건 처리시간 0.026초

Microstructure and CTOD (crack tip opening displacement) of Deposit Weld Metal in 30 mm Thick Plate

  • Lee Hae-Woo;Kim Hyok-Ju;Park Jeong-Ung;Kang Chang-Yong;Sung Jang-Hyun
    • 한국재료학회지
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    • 제14권9호
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    • pp.642-648
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    • 2004
  • The microstructure and crack tip opening displacement (CTOD) of deposit weld metal were investigated for a 30 mm- thick plate welded with flux cored arc welding (FCAW) and submerged arc welding (SAW) processes. The CTOD test was carried out both as welded condition and as stress-relieved specimen by local compression. The crack growth rates in FCAW were faster than those in a SAW, and the acicular ferrite content by the SAW process was increased relatively more than that by the FCAW process. The fatigue crack growth rate in a welded specimen was faster than that in locally compressed specimen. The CTOD value of locally compressed specimens was lower than that of as welded specimen. Furthermore, the CTOD value tested with the SAW process was higher than that tested with the FCAW process.

CSG 공법적용을 위한 배합설계기법 (Mix design of CSG method)

  • 김기영;전제성;조성은;이종욱
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 지반공학 공동 학술발표회
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    • pp.293-301
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    • 2005
  • The CSG(Cemented Sand and Gravel) method is construction technique using as raw materials earth and gravel generated from a local construction site, mixing them with cement and rolling with vibration rollers. Recently, The use of this method for cofferdam and large dam is gradually increasing in Japan. The purpose of an CSG mix design is to develop project specific properties to meet the structure design requirements. But uniform mix design of CSG method has not yet been established. The experience of practitioners from the geotechnical and concrete disciplines has given rise to two genernal approaches to mix design for CSG. This paper reports the concept of how to set the mix design according to modified Proctor compaction test process and the test results on properties such as compaction, compressive strength and modulus of elasticity that obtained by unconfined compression test.

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고강도 강관과 PHC파일이 활용된 흙막이 버팀보의 좌굴해석 및 설계 (Design and Buckling Analysis of Earth Retaining Struts Supported by High Strength Steel Pipe and PHC Pile)

  • 임승현;김인규;김성보
    • 한국강구조학회 논문집
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    • 제27권4호
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    • pp.411-422
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    • 2015
  • 본 연구에서는 고강도 강관과 PHC pile을 활용한 흙막이 버팀보의 좌굴거동과 설계를 수행하였다. 조립기둥의 형식 세가지와, 연결방식, 버팀보의 전체길이(30m, 60m, 90m)에 따라 다양한 버팀보 시스템에 대한 좌굴해석을 하였고, 주부재의 국부좌굴 및 전체좌굴, 사재좌굴에 대해 유한요소해석을 통해 계산된 좌굴하중을 엄밀해와 비교분석하였다. 고강도강관 설계가이드와 PHC pile로 조립된 기둥의 P-M상관도를 활용하여 조립기둥의 설계를 수행하였다.

상대정맥내 폴리에틸렌관 잔존물 치험 1례 (A Retained Polyethylene Catheter Fragment in Superior Vena Cava - A case report-)

  • 김주현
    • Journal of Chest Surgery
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    • 제13권2호
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    • pp.134-137
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    • 1980
  • This represents a case report of the retained polyethylene catheter fragment in superior vena cava. A 39 year old male was admitted to this Korea University Hospital a short time after compression wound on abdomen with heavy cement material in emergency room, a polyethylene catheter was introduced into the right subclavian vein through a needle. But when the polyethylene catheter was attempted to withdraw the catheter was severed by the beveled tip of the needle. Later that day, chest X-ray disclosed the presence of the fragment extending from right subclavian vein to the superior vena cava. {Fig. 1 and Fig. 2]. Local exploration by way of an infraclavicular incision was unsuccessful in locating the catheter fragment. Another attempt was then made remove the catheter by means a biotome, which is originally a device for the biopsy of the myocardium, introduced through the right great saphenous vein. This procedure, though well tolerated by the patient, was in vain. After 11 days later, during that time he was taken a laparotomy with drain, another operation for removal of retained catheter fragment was performed through median sternotomy. After exposure of the right subclavian vein, innominate vein, and superior vena cava, an incision 1 cm in |length was made directly over the palpated catheter. The catheter immediately was picked upward and removed. The length of the catheter was approximately 8 cm. [Fig 3 ] There was no evidence of thromboembolism from the catheter or other complications. The patient made an uneventful recovery, and was discharged asymptomatic on the 9th postoperative day.

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Effect of dynamic absorber on the nonlinear vibration of SFG cylindrical shell

  • Foroutan, Kamran;Ahmadi, Habib
    • Advances in aircraft and spacecraft science
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    • 제7권4호
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    • pp.291-308
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    • 2020
  • In this paper, a numerical method is utilized to study the effect of a new vibration absorber on vibration response of the stiffened functionally graded (SFG) cylindrical shell under a couple of axial and transverse compressions. The material composition of the stiffeners and shell is continuously changed through the thickness. The vibration absorber consists of a mass-spring-damper system which is connected to the ground utilizing a linear local damper. To simplify, the spring element of the vibration absorber is called global potential. The von Kármán strain-displacement kinematic nonlinearity is employed in the constitutive laws of the shell and stiffeners. To consider the stiffeners in the model, the smeared stiffener technique is used. After obtaining the governing equations, the Galerkin method is applied to discretize the nonlinear dynamic equation of system. In order to find the nonlinear vibration responses, the fourth order Runge-Kutta method is utilized. The influence of the stiffeners, the dynamic absorber parameters on the vibration behavior of the SFG cylindrical shell is investigated. Also, the influences of material parameters of the system on the vibration response are examined.

개구부가 있는 강판콘크리트 벽체의 압축특성 분석 (Analysis of Compression Characteristics of the Steel Plate-Concrete Wall Structures with Openings)

  • 최병정
    • 한국강구조학회 논문집
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    • 제24권3호
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    • pp.245-256
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    • 2012
  • 본 연구는 SC 벽체의 구조적 성능에 개구부가 주는 영향을 평가하는 목적으로 하였다. SC구조의 실험체는 개구부가 있는 실험체와 없는 실험체로 구분하였으며 개구부형상은 정사각형으로 개구부 주변의 보강과 비보강 그리고 슬리브두께를 변수로 계획하였다. 실험체의 공통된 파괴양상은 강판의 좌굴이 스터드와 스터드 사이에서 발생한 후 콘크리트의 균열이 진행되는 형태이며 개구부의 파괴형태는 수직 슬리브 벽이 개구부 안쪽으로 좌굴되는 파괴형태를 보여주었다. 또한 개구부의 슬리브 유무에 따라 강판좌굴 하중은 비슷하지만 최대압축강도는 슬리브가 있는 것이 크게 나타났다.

비국소 손상모델을 이용한 전력구 모형 실험체의 파괴거동 해석 (Facture Behavior Analysis of Box Culvert Specimen Using Non-local Damage Model)

  • 권용길;우상균;한상훈;송영철
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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    • pp.225-228
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    • 2008
  • 철근콘크리트 구조물을 해석하는 경우, 하중조건 및 이들 하중의 증가에 따라 나타나게 되는 상이한 거동 특성들 즉, 인장균열, 압축파괴, 다축상태일 때의 강도의 증가, 전단파괴 시의 취성적 파괴특성 등을 반드시 고려해야만 한다. 유한요소법에 의한 해석적 평가 시, 최대하중 이후에는 요소크기에 따라 상이한 구조응답을 나타내는 요소의존적인 응답결과를 보인다. 본 연구에서는 이러한 요소의존성을 극복하기 위한 연구결과들 중 하나인 적분형 비국소화 모델을 이용하여 전력구 모형 실험체의 파괴거동을 해석하였다. 실험결과와 해석결과를 비교하여 적분형 비국소 모델의 신뢰성과 타당성을 검토하는 것을 목적으로 한다.

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관경별 탄화수소계 냉매의 증발 열전달에 관한 특성평가 (Study on Evaporating Heat Transfer of HCs Refrigerants by Changing of Tube Diameter)

  • 이광배;이호생;문춘군;김재돌;윤정인
    • 한국마린엔지니어링학회:학술대회논문집
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    • 한국마린엔지니어링학회 2005년도 후기학술대회논문집
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    • pp.41-42
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    • 2005
  • The experimental apparatus has been set-up as a conventional vapor compression type heat pump system. The test section is a horizontal double pipe heat exchanger. A tube diameter of 12.70 mm, 9.52 mm, 6.35 mm with 1.78 mm,1.52 mm,1.4 mm wall thickness each is used for this investigation. The local evaporating heat transfer coefficients of hydrocarbon refrigerants were superior to that of R-22. and the maximum increasing rate of heat transfer coefficient was found in R-1270. The average evaporating heat transfer coefficient increased with the increase of the mass velocity and it showed the higher values in hydrocarbon refrigerants than R-22. The highest evaporating heat transfer coefficient of all refrigerants was shown in a tube diameter of 6.35 mm with same mass flux.

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단일텐던 및 복수텐던이 설치된 프리스트레스트 콘크리트 부재의 정착부 거동 연구 (Mechanical Behavior of Anchorage Zones in Prestressed Concrete Members with Single and Closely-Spaced Anchorages)

  • 오병환;임동환;유승운
    • 대한토목학회논문집
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    • 제14권6호
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    • pp.1329-1339
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    • 1994
  • 본 논문은 복수 정착구가 서로 인접하여 설치되었을 경우의 정착부 거동 및 국부응력 분포특성을 규명함에 목적이 있으며, 이를 위하여 단일텐던 및 복수텐던이 설치된 프리스트레스 콘크리트부재에 대한 실험연구가 수행되었다. 위의 실험연구 결과 정착부 파괴는 단일 및 복수텐던 설치부재 모두 텐던을 따라가는 균열에 의해 시작되며, 먼저 정착된 텐던 정착부 주변의 인장응력은 인접해서 긴장되는 텐던의 압축응력 발생효과로 인하여 균열하중에 대한 저항성이 개선됨이 밝혀졌다. 본 논문에서는 복수텐던 부재의 정착부 주위의 변형도 분포와 균열하중 등을 단일텐던 부재의 경우와 비교분석하여 제시하였으며, 복수텐던부재의 파괴기구도 규명하였다.

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Open carpal release using local anesthesia without a tourniquet: Does bleeding tendency affect the outcome?

  • Lee, Seongwon;Oh, Sangho;Son, Daegu
    • Archives of Plastic Surgery
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    • 제47권6호
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    • pp.597-603
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    • 2020
  • Background The aim of this study was to analyze the clinical results of minimal single palmar-incision carpal tunnel release without a tourniquet. Methods We reviewed the medical records of 75 patients (90 cases of carpal tunnel syndrome) who underwent minimal single-palmar incision carpal tunnel release without a tourniquet from June 2010 to January 2018. Ten patients had a bleeding tendency. We compared the preoperative and postoperative Boston Carpal Tunnel Syndrome Questionnaire (BCTQ) scores. We also analyzed outcomes and complications according to the presence of a bleeding tendency. Results In all cases, there was a complete disappearance or marked improvement in symptoms within 6 months, with no recurrence. The postoperative BCTQ score showed a significant improvement compared to the preoperative score, and no statistically significant difference in BCTQ scores was detected according to the presence of a bleeding tendency. Conclusions Carpal tunnel release without a tourniquet using a minimal single palmar incision is effective and reliable. This technique prevents unnecessary pain associated with the tourniquet and is especially helpful in patients with a bleeding tendency or those treated with hemodialysis.