• 제목/요약/키워드: post-yielding

검색결과 107건 처리시간 0.029초

CAD/CAM을 이용하여 기존 국소의치에 맞는 지대치 보철물 제작 증례 (The fabrication of abutment crowns for existing removable partial denture using CAD/CAM: A clinical report)

  • 채민정;이청희
    • 대한치과보철학회지
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    • 제57권4호
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    • pp.490-494
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    • 2019
  • 국소의치 장착자에서 2차 우식 등의 문제가 발생하여 지대치 치료 후 크라운 재수복이 필요한 경우가 있다. 기존 국소의치가 잘 기능하고 있고 환자가 여러 가지 원인으로 국소의치를 새로 제작할 수 없을 경우에는 기존 국소의치에 맞도록 지대치 보철물을 제작해야 한다. 그러나 이 과정은 기술적으로 난이도가 높고, 기공과정이 복잡하다. 국소의치를 지지하는 지대치에 합병증이 발생하기 전의 원본 모형이 있고 참고점이 될 수 있는 다른 치아들을 포함하고 있다면, CAD/CAM을 이용하여 retrofitting 보철물을 매우 간단하고 효율적으로 제작할 수 있다. 본 증례는 지대치의 포스트, 코어 및 보철물이 복합적으로 탈락하여 내원한 환자에서, computer-aided design and computer-aided manufacturing (CAD/CAM)을 이용해 기존 국소의치에 맞는 보철물을 제작하였고 높은 적합도와 조정 과정의 최소화 등 만족스러운 결과를 얻어 이를 보고하는 바이다.

ERW 용접 전후 API X70 라인파이프강의 미세조직과 기계적 특성 변화 (Effect of Electrical Resistance Welding on Microstructure and Mechanical Properties of API X70 Linepipe Steel)

  • 오동규;최예원;신승혁;정한길;곽진섭;황병철
    • 열처리공학회지
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    • 제35권4호
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    • pp.185-192
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    • 2022
  • Variations in the microstructure and mechanical properties of API X70 steel processed by piping, electrical resistance welding (ERW), and post seam annealing (PSA) are investigated in this study. In the welding zone, some elongated pearlites are formed and grains coarsening occurs due to extra heat caused by the ERW and PSA processes. After the piping, the base metal shows continuous yielding behavior and a decrease in yield and impact strengths because mobile dislocation and back stress are introduced during the piping process. On the other hand, the ERW and PSA processes additionally decreased the impact strength of welding zone at room and low temperatures because some elongated pearlites easily act as crack initiation site and coarse ferrite grains facilitate crack propagation. As a result, the fracture surface of the welding zone specimen tested at low temperature revealed mostly cleavage fracture unlike the base metal specimen.

Quantitative analysis method for zingiber officinale water extract using high-performance liquid chromatography

  • Mohd S. Md Sarip;Nik M.A. Nik Daud;Mohd A. Mohd Zainudin;Lokman H. Ibrahim;Syahrul A. Saidi;Zuhaili Idham;Adilah Anuar
    • Advances in materials Research
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    • 제13권3호
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    • pp.233-241
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    • 2024
  • Quantitative analysis of the Zingiber Officinale sample using subcritical water extraction (SWE) was developed employing High-Performance Liquid Chromatography (HPLC) to bolster the advancement of this innovative green extraction process. This research focuses on three principal ginger bioactive compounds: 6-gingerol, 6-shagoal, and 10-gingerol. Various stages were undertaken to establish the quantitative analysis method, encompassing the optimisation of HPLC operating conditions and the formulation of standard calibration curves, yielding individual compound equations. A robust correlation within the calibration curve was achieved, exhibiting an r2 value of 0.9814 and an RSD of 5.00%. A simultaneous, swift, and dependable method was established with an injection time of 20 minutes and an 8-minute delay between injections, in contrast to the previous HPLC analysis requiring a 45-minute injection time for detecting and quantifying all components. Notably, no post-treatment was applied after the SWE process. This advancement allows for potential future online measurement of Zingiber Officinale bioactive compounds extracted using subcritical water extraction through this technology.

인양홀을 이용한 외부 강선 보강 철근 콘크리트 보의 거동 특성 (Structural Behavior of RC Beam Strengthened with External Tendons Using Lifting Hole Anchorage System)

  • 이석훈;홍성남;한경봉;박선규
    • 한국구조물진단유지관리공학회 논문집
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    • 제12권4호
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    • pp.98-106
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    • 2008
  • 인양홀을 이용한 정착장치는 손상된 구조물에 내하력을 증가시키기 위해 사용되어지며, 시공이 간편하고 보강효율이 좋은 경제적인 방법이다. 본 논문에서는 구조물에 손상을 입히지 않으면서 충분한 보강효과를 가져 올 수 있는 인양홀 이용 정착장치를 선정하여 그에 대한 적용 가능성을 연구하였다. 실무에서 시공빈도가 높은 인양홀 이용 단부 정착 장치가 적용된 3개의 실험체를 제작하였고, 이에 대한 휨 실험을 수행하여 처짐, 변형률 및 파괴양상을 분석하였다. 인양홀 이용 정착장치가 구비된 철근 콘크리트 보의 보강 성능을 실험적으로 규명하기 위하여 각 실험체의 균열하중, 항복하중, 극한하중, 강선의 응력 증가량, 처짐 및 연성 등을 비교 분석하였다.

Behaviour of steel-fibre-reinforced concrete beams under high-rate loading

  • Behinaein, Pegah;Cotsovos, Demetrios M.;Abbas, Ali A.
    • Computers and Concrete
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    • 제22권3호
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    • pp.337-353
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    • 2018
  • The present study focuses on examining the structural behaviour of steel-fibre-reinforced concrete (SFRC) beams under high rates of loading largely associated with impact problems. Fibres are added to the concrete mix to enhance ductility and energy absorption, which is important for impact-resistant design. A simple, yet practical non-linear finite-element analysis (NLFEA) model was used in the present study. Experimental static and impact tests were also carried out on beams spanning 1.3 meter with weights dropped from heights of 1.5 m and 2.5 m, respectively. The numerical model realistically describes the fully-brittle tensile behaviour of plain concrete as well as the contribution of steel fibres to the post-cracking response (the latter was allowed for by conveniently adjusting the constitutive relations for plain concrete, mainly in uniaxial tension). Suitable material relations (describing compression, tension and shear) were selected for SFRC and incorporated into ABAQUS software Brittle Cracking concrete model. A more complex model (i.e., the Damaged Plasticity concrete model in ABAQUS) was also considered and it was found that the seemingly simple (but fundamental) Brittle Cracking model yielded reliable results. Published data obtained from drop-weight experimental tests on RC and SFRC beams indicates that there is an increase in the maximum load recorded (compared to the corresponding static one) and a reduction in the portion of the beam span reacting to the impact load. However, there is considerable scatter and the specimens were often tested to complete destruction and thus yielding post-failure characteristics of little design value and making it difficult to pinpoint the actual load-carrying capacity and identify the associated true ultimate limit state (ULS). To address this, dynamic NLFEA was employed and the impact load applied was reduced gradually and applied in pulses to pinpoint the actual failure point. Different case studies were considered covering impact loading responses at both the material and structural levels as well as comparisons between RC and SFRC specimens. Steel fibres were found to increase the load-carrying capacity and deformability by offering better control over the cracking process concrete undergoes and allowing the impact energy to be absorbed more effectively compared to conventional RC members. This is useful for impact-resistant design of SFRC beams.

고강도 전단보강철근을 사용한 포스트텐션 프리스트레스트 콘크리트 보의 전단거동 평가 (Shear Behavior of Post-tensioning PSC Beams with High Strength Shear Reinforcement)

  • 전병구;이재만;임혜선;이정윤
    • 콘크리트학회논문집
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    • 제28권1호
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    • pp.33-40
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    • 2016
  • 현재, 국내외 전단 설계기준에서 RC 및 PSC 부재의 전단보강철근의 최대항복강도를 제한하고 있다. 이는 고강도 전단보강철근을 사용한 RC 부재의 전단거동평가에 대한 선행 연구들에 근거한 것이다. 이에 비해 고강도 전단보강철근을 사용한 PSC 부재의 전단거동평가에 대한 연구는 미흡하며, PSC 부재는 긴장력에 의한 축압축력에 의해 RC 와는 다른 전단거동을 나타내므로 국내 기준에 대한 검증이 필요하다. 또한 이러한 제한으로 인해 고강도 철근을 PSC 부재에 적용할 경우 강도의 추가적인 상승분을 내력에 포함시킬 수 없어 고강도 재료의 사용을 저해시키는 요인으로 작용한다. 본 연구에서는 총 8개의 고강도 재료를 사용한 포스트텐션 PSC 보 전단실험을 실시하여 KCI-12 기준 및 ACI 318-14 기준의 항복강도 및 사인장균열의 폭을 검토하였다. ACI 318-14에서 요구하는 전단보강철근의 항복강도 제한값(420 MPa) 이상인 모든 PSC 실험체의 전단보강철근이 항복한 이후에 최대 내력에 도달하였으며, 실험 전단내력 또한 KCI-12 기준식의 전단강도 이상인 것으로 나타났다. 사용성 측면에서도 고강도 전단보강철근을 사용한 모든 실험체가 ACI 224위원회의 허용 균열폭(0.41 mm)을 초과하지 않았다. 본 연구의 실험결과에 근거하여 KCI-12 기준에서 제한하는 전단보강철근의 항복강도는 PSC 부재에 대해서 전단내력 및 균열의 사용성 측면을 모두 만족하는 것으로 판단되며 ACI 318-14의 전단보강철근 제한 기준은 다소 안전측에 속하는 것으로 사료된다.

복부 둔상 및 유강장기 손상에 있어서 초기 나선형 복부전산화 단층촬영의 진단적 가치 (Impact of Initial Helical Abdominal Computed Tomography on the Diagnosis of Hollow Viscus Injury and Blunt Abdominal Traumare)

  • 조영덕;홍윤식;이성우;최성혁;윤영훈;임성익;장익진;백승원
    • Journal of Trauma and Injury
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    • 제21권1호
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    • pp.28-35
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    • 2008
  • Purpose: This study was conducted to examine the clinical significance IV-contrasted helical abdomen computed tomography (CT) as a diagnostic screening tool to evaluate hollow viscus injury in blunt abdominal trauma patients. Methods: This is a retrospective study encompassing 108 patients, presenting to Korea University Medical Center (KUMC) Emergency Department (ED) from January 2007 to December 2007, with an initial CT finding suggestive of intra-abdominal injury. An initial non-enhanced abdomen CT was taken, followed by an enhanced CT with intravenous contrast. Patients' demographic data, as well as the mechanisms of injury, were inquired upon and obtained, initial diagnosis, as dictated by specialized radiologists, were added to post-operational (post-OP) findings and to additional CT findings acquired during their hospital stays, and all were combined to arrive at final diagnosis. Initial CT findings were further compared with the final diagnosis, yielding values for sensitivity, specificity, and accuracy, as well as positive and negative predictive values. Patients were further divided into two groups, namely, those that underwent operational intervention and those that did not. The initial CT findings of each group were subsequently compared and analyzed. Results: Initial CT scans revealed abnormal findings in a total of 212 cases - solid organ injuries being the most common finding, as was observed in 97 cases. Free fluid accumulation was evident in another 69 cases. Based on the CT findings, 77 cases (71.3%) were initially diagnosed as having a solid organ injury, 20 cases (18.5%) as having a combined (solid organ + hollow viscus) injury, and 11 cases (10.2%), as having an isolated hollow viscus injury. The final diagnosis however, were somewhat different, with only 67 cases (62.0%) attributed to solid organ injury, 31 cases (28.7%) to combined injury (solid + hollow), and 10 cases (9.3%) to hollow viscus injury. The sensitivity (CI 95%) of the initial helical CT in diagnosing hollow viscus injury was 75.6%, and its specificity was 100%. The accuracy in diagnosing hollow viscus injury was also meaningfully lower compared to that in diagnosis of solid organ injury. Among patients initially diagnosed with solid organ injuries, 10 patients (2 from follow-up CT and 8 from post-OP finding) turned out to have combined injuries. A total of 38 patients underwent an operation, and the proportion of initial CT findings suggesting free air, mesenteric hematoma or bowel wall thickening turned out to be significantly higher in the operation group. Conclusion: Abdominal CT was a meaningful screening test for hollow viscus injury, but the sensitivity of abdominal CT was significantly lower in detecting hollow viscus injury as compared to solid organ injury. This calls for special consideration and careful observation by the ED physicians when dealing with cases of blunt abdominal trauma.

Effect of Pregnancy on Lactation Milk Value in Dairy Buffaloes

  • Khan, Sarzamin;Qureshi, Muhammad Subhan;Ahmad, Nazir;Amjed, Muhammad;Durrani, Fazali Raziq;Younas, Muhammad
    • Asian-Australasian Journal of Animal Sciences
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    • 제21권4호
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    • pp.523-531
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    • 2008
  • Buffalo are a major source of milk production, contributing 12.1% in the World and 38.0% in Asia. The buffaloes are kept under peri-urban farming systems to produce milk for urban populations. Breeding is delayed in these herds to get more economic benefit because farmers believe that the pregnancy decreases milk production. The lactation milk value has been studied in this paper as an economic indicator. Complete milk yield records of 3,304 buffaloes was collected from a group of state farms. Economic traits including lactation yield, lactation length, calving interval (CI), dry period and milk yield per day of calving interval (MYPDCI) were derived from the data. The animals were grouped according to parity number (1-3), service period (G1 to G4, conceiving during <150, 150-200, 200-300 and >300 days post calving) and yield levels (HMY>2,500; MMY 2,001-2,500; and LMY 1,500-2,000 liters/ lactation). To study the effect of pregnancy on milk composition a research trial was conducted at a medium size private dairy farm, using forty lactating buffaloes of three yield levels and four service period groups, as described already. Milk was sampled on alternate weeks and analyzed for fat and protein contents (%). For quantifying the value of milk produced during a lactation period, the value corrected milk (VCM) was determined and converted to lactation milk value (LMV). Group means were compared for varicous parameters. Highest milk yield ($2,836.50{\pm}15.68$ liters/lactation) was recorded in the HMY animals of G4 group while lowest milk yield of $1,657.04{\pm}8.34$ liters/lactation was found in LMY of G1. Lactation was significantly increased with the extending of service period. The shortest dry period was recorded in HMY, parity 1, G1 animals and the longest in parity 2, MMY, G4.The CI was shortest in HMY, parity 1, and G1 animals and longest in LMY, parity 3, G4 buffaloes. The HMY, parity 2, G1 buffaloes showed the highest MYPDCI and the lowest value was recorded ($6.53{\pm}0.17$ vs. $2.76{\pm}0.04$ liter/day) for LMY, parity 1, G4 buffaloes. The VCM decreased with the delayed conception. This decreasing trend was higher in respect of the total yield but decrease in the VCM was smaller due to the increasing levels of fat and protein in the milk. The gap between the various production classes was reduced based on the VCM as compared with the yield per day of CI. LMV showed a consistent decline with extending service period in all three production groups. The study suggests that CI increased with delayed conception, showing a consistent trend in the low, moderate and high yielding buffaloes. There was a coherent declining pattern of milk yield with delaying conception, associated with prolonged CI. An animal conceiving at a later stage of lactation showed a decline in financial returns of 24 to 27% compared with those conceiving earlier.

무인차량용 단거리 라이다 시스템을 위한 멀티채널 트랜스임피던스 증폭기 어레이 (Multi-channel Transimpedance Amplifier Arrays in Short-Range LADAR Systems for Unmanned Vehicles)

  • 장영민;김성훈;조상복;박성민
    • 전자공학회논문지
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    • 제50권12호
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    • pp.40-48
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    • 2013
  • 본 논문에서는 0.18um CMOS(1P6M) 공정을 이용하여 무인차량용 단거리 라이다 시스템을 위한 멀티채널 트랜스임피던스 증폭기(TIA) 어레이 회로를 구현하였다. 트랜스임피던스 증폭기 어레이 구조는 전압모드 $4{\times}4$ 채널 Inverter TIA 어레이와 전류모드 $4{\times}4$ 채널 Common-Gate(CG) TIA 어레이 두 가지를 설계했으며, 전체적으로 $4{\times}8$의 32-채널을 갖도록 설계하였다. 먼저, Inverter TIA는 피드백 저항을 가진 Inverter 입력구조와 CML 출력버퍼단으로 구성되어 있으며, 저잡음 및 저전력 특성뿐 아니라, virtual ground를 갖도록 설계함으로써 DC 전류조절이 가능하여 이득과 출력 임피던스 컨트롤이 가능하도록 하였다. 또한, CG-TIA는 on-chip bandgap reference로부터 bias 전압을 이용하고, 소스팔로워 출력버퍼를 사용하여 고주파수 이득을 높였으며, 기본적인 구조 상 CG-TIA는 채널당 칩 면적이 Inverter TIA에 비해 1.26배 작게 설계되었다. 포스트 레이아웃 시뮬레이션 결과, 제안한 Inverter TIA 어레이는 각 채널당 57.5-dB${\Omega}$ 트랜스임피던스 이득, 340-MHz 대역폭, 3.7-pA/sqrt(Hz) 평균 잡음전류 스펙트럼 밀도, 및 2.84-mW (16채널 45.4-mW) 전력소모를 가졌다. CG-TIA 어레이는 채널당 54.5-dB${\Omega}$ 트랜스임피던스 이득, 360-MHz 대역폭, 9.17-pA/sqrt(Hz) 평균 잡음전류 스펙트럼 밀도, 4.24-mW (16채널 67.8-mW) 전력소모를 가졌다. 단, 펄스 시뮬레이션 결과, CG-TIA 어레이가 200-500-Mb/s 동작속도에서 훨씬 깨끗하게 구분 가능한 출력펄스를 보였다.

지중 환경하에서의 철근콘크리트 구조물의 부식 특성 연구 (A Study on Corrosion Properties of Reinforced Concrete Structures in Subsurface Environment)

  • 권기정;정해룡;박주완
    • 지질공학
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    • 제26권1호
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    • pp.79-85
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    • 2016
  • 방사성폐기물 처분시설 공학적방벽을 구성하는 콘크리트는 주변 환경의 영향으로 내구 수명에 영향을 받게 된다. 현재까지 개발된 수치해석 모델 및 실험을 통하여 방사성폐기물 처분시설 공학적방벽 소재로 가장 널리 사용되는 콘크리트에 대해 주변환경을 고려하여 그 영향을 살펴보았다. 본 연구에 해당하는 철근 콘크리트 구조물은 지리적으로 해안과 인접한 지하수 포화대에 위치하고 있다. 일반적인 철근콘크리트 구조물의 가장 민감한 열화인자인 염해에 의한 철근부식에 대한 영향을 염화물 확산모델을 이용하여 평가한 결과 철근 부식 개시기간이 1,284년이며, 최종적으로 구조물이 내구수명을 상실하는데 도달하는 시간은 1,924년인 것으로 예측되었다. 또한, Mock-up 실험을 통해 공극분포, 공극률, 부식정도 등 물리화학적 특성을 평가한 결과 콘크리트 내 철근 부식정도는 미비한 것으로 나타나 500년 이상의 상당히 오랜 기간 건전성을 유지할 수 있는 것으로 판단된다.