• 제목/요약/키워드: loading height

검색결과 524건 처리시간 0.024초

지르코니아 세라믹과 레진 시멘트의 결합강도 (BOND STRENGTH OF RESIN CEMENTS TO ZIRCONIA CERAMIC)

  • 장문숙;김지혜;조석규;복원미;송광엽;박주미
    • 대한치과보철학회지
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    • 제43권4호
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    • pp.426-437
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    • 2005
  • Statement of problem : Although zirconium oxide ceramics are more and more commonly used in restorative dentistry, for many clinical applications only limited data can be found in the literature. However it is quite clear that hydrofluoric acid etching is impossible with zirconia ceramics. Therefore, other bonding techniques are required in order to lute these materials adhesively. Purpose : The purpose or this study was to evaluate the effects of surface treatments on shear bond strengths between two resin cements and a zirconia ceramic. Materials and methods : Experimental industrially manufactured yttrium-oxide-partially-stabilized zirconia ceramic discs (Adens, Korea) were used for this study. The ceramic specimens divided into five experimental groups and a control group (as received). Five surface treatments were studied 1) sandblasting with 110$\mu$m $Al_2O_3$ at 3 bars pressure 13 seconds at a distance of 10 mm, 2) flame-treated with the Silano-Pen for 5 $s/cm^3$, 3) grinding with a diamond bur. 4) sandblasting + Silano-Pen treatment, 5) diamond bur preparation + Silano-Pen treatment. Acrylic plastic tube (5 mm in height and 3 mm in diameter) were filled with composite to fabricate composite cylinders The composite cylinders were bonded to the ceramic specimens with either Superbond C&B or Panavia F resin luting agents. All cemented specimens were tested under shear loading until fracture on universal testing machine at a crosshead speed 1mm/min; the maximum load at fracture was recorded. Sheat bond strength data were analyzed with oneway analysis of variance and Tukey HSD tests (P<.05). Treated ceramic surfaces and fracture surfaces after shear testing were examined morphologically using scanning electron microscope. Results: Ceramic surface treatment with Silano-Pen after sandblasting improved the bond strength of Superbond C&B resin cement. Supevbond C& B resin cement at Silano-Pen aiker sandblasting($27.4{\pm}3.8MPa$) showed statistically higher shear bond strength than the others. Conclusion: Within the limitation of this study, Superbond C& &B resin cement are suitable for cementation of zirconia ceramics and flame-treated with the Silano-Pen after sandblasting is required to enhance the bond strength.

압축하중을 받는 유공보강판 구조의 최종강도 설계식 개발 (Development of Designed Formulae for Predicting Ultimate Strength of the Perforated Stiffened Plate subjected to Axial Compressive Loading)

  • 박주신;고재용;이경환
    • 한국항해항만학회지
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    • 제31권5호
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    • pp.435-445
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    • 2007
  • 선체는 기본적으로 얇은 판부재들의 조합으로 구성되어 있으며 이들 중 상당수는 유공을 가진 유공판(Perforated plate)으로 이루어져있다. 선체에 설치된 유공판으로서는 선체 상갑판 해치(하역시설로 사용), 선저부의 거더와 플로어(중량경감과 선박 건조 및 검사시 통로확보용), 다이어프램(중량경감 및 파이프 관통의 목적)등이 있다. 이들 유공판에 압축하중이 작용하면 좌굴과 최종강도 특성이 크게 변화할 뿐만 아니라 수반되는 면내응력도 재 분포하게 되어 심각한 문제를 발생한다. 본 연구에서는 실선에서 사용 중인 유공보강판의 모델을 조사하여 비선형 유한요소법(ANSYS)을 사용하여 종방향 압축하중이 작용하는 경우에 대해서 유공비, 웹 치수, 웹 두께 그리고 보강재 단면을 변화시켜가며, 최종강도 시리즈 해석을 수행하고, 최종강도 예측 설계식을 제안하였으며, 식의 정도성을 검증하기 위하여 유한요소해석 결과와 비교하여 정도를 확인하였다. 제안된 설계식은 초기구조설계 시 유공보강판의 최종강도 계산에 유용하게 사용되리라 판단된다.

상악 중절치 근관치료후 수복 방법에 따른 응력 분포의 유한 요소 분석 (FINITE ELEMENT ANALYSIS OF STRESS DISTRIBUTION ACCORDING TO THE METHOD OF RESTORATION AFTER ROOT CANAL THERAPY)

  • 이재영;이정식
    • Restorative Dentistry and Endodontics
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    • 제19권2호
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    • pp.549-567
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    • 1994
  • Restoration of severly damaged teeth after endodontic treatment had been an interest to many dentists, and it is a fact that there have been lots of studies about it. In these days, although we have used Para-Post, pins, threaded steel post, cast gold post and core, and so on, as a method of restoration frequently, it has been in controversy with the influence of them on the teeth and surrounding periodontal tissue. In this study, we assume that the crown of the upper incisor have severly damaged, so, after the root canal therapy, 4 types of restoration had been carried out; 1) coronal-radicular amalgam restoration, 2) after setting up the Para-Post, restore with composite resin core only, 3) after setting up the Para-Post; restore with amalgam core, then cover with the PPM crown 4) after setting up the Para-Post, restore with composite core, then cover with the PPM crown. After restoration, in order to observe the concentration of stress at internal portion of the teeth and the sourrounding periodontal tissue, developing a 2-dimensional finite element model of labiopalatal section, then loading forces from 3 direction - direction of 45 degrees from lingual side near the incisal edge, horizontal direction from labial height of contour, vertical direction at the incisal edge-were applied. The analyzed results were as follows: 1. Stress of the normal central incisor was concentrated on the dentin aroundpulp chamber, labiocervical portion of a tooth and root apex, but with the alveolar bone, in the case of load from the direction of 45 degrees from lingual side near the incisal edge showed remarkable concentration of stress: 2. Coronal-radicular amalgam technique -showed less concentration of stress on the root and surrounding periodontal tissue than the restoration with the Para-Post. 3. The von Mises equivalent stress on the Para-Post showed maximum value at root-core junction rather than both ends and model with PPM restoration with amalgam core showed the least concentration of stress. Only the force from horizontal direction showed large shear stress on internal portion of the root, root apex and alveolar bone. 4. PPM crown with composite core rarely showed the concentration of stress on root and periodontal tissue. 5. As for alveolar bone, remarkable shear stress was concentrated on labial and palatal side by horizontal load.

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강성도 기준에 따른 IsoTruss® 그리드 고층건물의 부재선정 방법 (Member Sizing Method in IsoTruss® Grid High-rise Building Structures Based on Stiffness Criteria)

  • 김태헌;김영찬
    • 한국산학기술학회논문지
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    • 제18권12호
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    • pp.50-56
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    • 2017
  • 고층건물에서 횡력 저항의 주된 역할을 하는 외주골조는 기둥과 보를 직교시켜 구성하는 것이 일반적이었으나 최근 다양한 그리드형태의 부재배치가 이루어지고 있다. 선행연구에서는 아이소트러스 그리드를 고층건물의 외주골조로 적용한 구조적 적합성이 검토되었다. 본 연구에서는 $IsoTruss^{(R)}$ 그리드(ITG) 구조의 예비단계 설계시 외주골조 부재의 소요단면적 산정방법을 제안하였다. 모듈의 변형과 하중과의 평형조건, 허용 횡변위, 그리고 건물의 휨변형 대 전단변형의 비를 변수로 하여 소요단면적을 유도하였다. ITG 구조에서 외주골조의 부재는 횡하중에 직각인 평면(PPR), 평행한 평면(PPL), 경사진 평면(POQ)에 배치되는데 POQ에 배치된 부재는 PPR 또는 PPL에 투영시켜 부재의 강성을 반영하였다. 소요단면적은 모듈에 작용하는 전단력과 모멘트에 의해 영향을 받는데 부재사이즈 조닝을 달리하여 3가지 모델을 비교하였다. 본 연구의 효용성을 검증하기 위해 64층 건물을 설계하여 해석하였다. 최대 횡변위, 철골량, 기둥의 축력강도비를 비교분석하여 부재사이즈 조닝의 효과를 알아보았다. 제안식을 이용한 횡변위가 제한치의 약 97.3%로 나와 제안식을 설계 초기단계에서 부재사이즈의 선정에 유용하게 적용할 수 있다.

차양식 방화루버의 화염 및 온도 전파 억제 특성 (The Flame and Distributed Temperature Restraint Properties of Fire Venetian Blind Louver in Buildings)

  • 채영석
    • 한국구조물진단유지관리공학회 논문집
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    • 제19권1호
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    • pp.120-127
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    • 2015
  • 이 연구는 화재시 수직화염을 적절하게 제어할 수 있는 차양식 방화루버의 실용화 및 설계기법 개발에 관한 일련의 연구로써 구조물에서 화염 억제 특성을 해석할 수 있는 기법을 제시하고 실험을 통해 해석기법의 검증과 차양식 방화루버의 성능을 검증하기 위한 것이다. 실제 방화루버의 수직화염 억제뿐만 아니라 열전달 특성을 정량적으로 분석하기 위하여 2개의 실대형 실험을 계획하였다. 실험체는 전체 $3m{\times}3m$의 시험체 중 $850mm{\times}1,800mm$의 개구부를 두고 상부에 실험용 방화루버 ($900mm{\times}900mm{\times}175mm$)를 설치하였으며, 건설기술연구원에서 ISO834 화재하중 규모로 1시간 실험을 실시하였다. 실험변수는 방화루버의 두께로 1.5mm, 2.0mm로 설정하였다. 실험결과 차양용 방화루버는 상부의 수열온도가 현저하게 감소하는 것을 확인하였다. 특히 화재하중 가력 초기에서 6분 (로내 온도 $600^{\circ}C$)에서 우수한 차열성능을 나타냈다. ISO 834 화재하중 60분에서 방화루버 상부 500mm, 800mm 위치의 수열온도는 루버 두께에 상관 없이 각각 로내 온도 대비 11, 10%로 나타났다. 이를 통해 화재발생 후 상부층으로 화염 전파 억제 및 온도 전달 제어 측면에서 차양용 방화루버는 유효한 방안 중 하나라는 것을 알 수 있었다.

산딸나무(Cornus kousa) 풍매차대(風媒次代)의 발아(發芽), 생장(生長)및 엽형(葉型) 변이(變異) (The Variation of Germination, Growth and Leaf Form of Open-Pollinated Progenies of Cornus kousa Buerger ex Miquel in Korea)

  • 송정호;구영본;한심희;양병훈;박형순
    • 한국산림과학회지
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    • 제95권3호
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    • pp.261-267
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    • 2006
  • 본 연구는 국내 자생 산딸나무 수종의 유전자원 보존 전략 수립을 위해 5개 집단의 지리적 위치에 따른 풍매차대 109가계의 포지에서 12가지 양적특성(생장 및 엽형) 변이를 조사하고 다변량분석을 실시하였다. Nested design에 의한 분산분석 결과 12가지 양적특성 모두에서 집단간 및 집단 내 가계 간에 유의적인 차이를 보였으며, 엽맥수와 상1/3폭 하1/3폭 특성은 총분산 가운데 집단이 차지하는 비율이, 다른 모든 형질들은 집단 내 가계가 차지하는 비율이 높은 것으로 나타났다. 12가지 양적특성들에 대한 집단간 유연관계는 거리지수 0.8에서 크게 3그룹으로 나뉘었으며, 유집군의 유형은 제2주성분까지가 전체 변이의 91.9%를 설명하였다. 각 인자별 기여도에 있어서는 제1주성분에서 최대엽폭, 엽맥수, 엽신/엽병길이 및 상1/3폭 하1/3폭 인자가, 제2주성분에서 수고, 근원경, 엽신, 상1/3폭, 엽병길이 및 엽병길이/엽맥수 인자가 높은 기여도를 나타냈다. 산딸나무 집단의 지리적 분포에 따른 경향은 나타나지 않았다.

개량수평스티프너를 보강한 고강도강(HSA800) 접합부 내진성능평가 (Seismic Performance of High Strength Steel(HSA800) Beam-to-Column Connections with Improved Horizontal Stiffener)

  • 오상훈;박해용
    • 한국강구조학회 논문집
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    • 제26권4호
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    • pp.361-373
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    • 2014
  • 건설시장이 보다 고층화 장스팬화되어감에 따라 건설재료 또한 고성능화되어가고 있다. 이러한 추세에 따라 국내에서도 건축용 인장강도 800MPa급 강이 개발되었다. 현재 고강도강을 대상으로 한 휨재, 압축재, 접합부의 적용실험이 지속적으로 이루어지고 있으나 아직까지 고강도강 적용에 대한 설계지침이 마련되어 있지 않은 실정이다. 이 중 고강도강 기둥-보 접합부의 경우 고강도강의 특성이라고 할 수 있는 높은 항복비에 의해 연성접합부 구현에 대한 평가가 비관적이며 연구자료 또한 미비하다. 따라서 본 연구에서는 고강도강 기둥-보 접합부의 변형능력 향상을 위하여 접합상세를 변수로 하고 연성접합부 구현을 위한 연구를 수행하였다. 접합상세로는 논스캘럽 공법과 개량 수평스티프너 공법을 적용하였다. 적용한 접합상세를 가지는 접합부 모델들을 대상으로 실물대 반복재하실험과 비선형 유한요소해석을 실시하였다. 연구결과, 제시한 접합상세를 가지는 고강도강 기둥-보 접합부의 구조성능은 KBC기준의 특수모멘트골조의 요구성능을 만족하는 것으로 나타났다.

초기 처짐을 갖는 Spherical Shell의 동적 특성에 관한 연구 (I) -기하학적 형상에 따른 동적 특성- (Dynamic Characteristics Analysis of Spherical Shell with Initial Deflection(I))

  • 조진구
    • 한국농공학회지
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    • 제40권3호
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    • pp.113-121
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    • 1998
  • The widespread use of thin shell structures has created a need for a systematic method of analysis which can adequately account for arbitrary geometric form. Therefore, the stress analysis of thin shell has been one of the more challenging areas of structural mechanics. The analysis of axisymmetric spherical shell is almost an every day occurrence in many industrial applications. A reliable and accurate finite element analysis procedure for such structures was needed. In general, the shell structures designed according to quasi-static analysis may fail under conditions of dynamic loading. For a more realistic prediction on the load carrying capacity of these shell, in addition to the dynamic effect, consideration should also include other factors such as nonlinearities in both material and geometry since these factors, in different manner, may also affect the magnitude of this capacity. The objective of this paper is to demonstrate the dynamic characteristics of spherical Shell. For these purpose, the spherical shell subjected to uniformly distributed step load was analyzed for its large displacements elasto-viscoplastic dynamic response. The results for the dynamic characteristics of spherical shell in the cases under various conditions of base-radius/central height(a/H) and thickness/shell radius(t/R) were summarized as follows: 1. The dynamic characteristics with a/H, 1) As the a/H increases, the amplitude of displacement increased. 2) The values of displacement Dynamic Magnification Factor (DMF) range from 2.9 to 6.3 in the crown of shell and the values of factor in the mid-point of shell range from 1.8 to 2.6. 3) As the a/H increases, the values of DMF in the crown of shell is decreased rapidly but the values of DMF in mid-point of shell is increased gradually. 4) The values of DMF of hoop-stresses range from 3.6 to 6.8 in the crown of shell and the values of factor in the mid-point of shell range from 2.3 to 2.6, the values of DMF of stress were larger than that of displacement. 2. The dynamic characteristics with t/R, 1) With the decrease of thickness of shell decreses, the amplitude of the displacement and the period increased. 2) The values of DMF of the displacement were range from 2.8 to 3.6 in the crown of shell and the values of factor in the mid-point of shell were range from 2.1 to 2.2.

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SHIELDING ANALYSIS OF DUAL PURPOSE CASKS FOR SPENT NUCLEAR FUEL UNDER NORMAL STORAGE CONDITIONS

  • Ko, Jae-Hun;Park, Jea-Ho;Jung, In-Soo;Lee, Gang-Uk;Baeg, Chang-Yeal;Kim, Tae-Man
    • Nuclear Engineering and Technology
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    • 제46권4호
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    • pp.547-556
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    • 2014
  • Korea expects a shortage in storage capacity for spent fuels at reactor sites. Therefore, a need for more metal and/or concrete casks for storage systems is anticipated for either the reactor site or away from the reactor for interim storage. For the purpose of interim storage and transportation, a dual purpose metal cask that can load 21 spent fuel assemblies is being developed by Korea Radioactive Waste Management Corporation (KRMC) in Korea. At first the gamma and neutron flux for the design basis fuel were determined assuming in-core environment (the temperature, pressure, etc. of the moderator, boron, cladding, $UO_2$ pellets) in which the design basis fuel is loaded, as input data. The evaluation simulated burnup up to 45,000 MWD/MTU and decay during ten years of cooling using the SAS2H/OGIGEN-S module of the SCALE5.1 system. The results from the source term evaluation were used as input data for the final shielding evaluation utilizing the MCNP Code, which yielded the effective dose rate. The design of the cask is based on the safety requirements for normal storage conditions under 10 CFR Part 72. A radiation shielding analysis of the metal storage cask optimized for loading 21 design basis fuels was performed for two cases; one for a single cask and the other for a $2{\times}10$ cask array. For the single cask, dose rates at the external surface of the metal cask, 1m and 2m away from the cask surface, were evaluated. For the $2{\times}10$ cask array, dose rates at the center point of the array and at the center of the casks' height were evaluated. The results of the shielding analysis for the single cask show that dose rates were considerably higher at the lower side (from the bottom of the cask to the bottom of the neutron shielding) of the cask, at over 2mSv/hr at the external surface of the cask. However, this is not considered to be a significant issue since additional shielding will be installed at the storage facility. The shielding analysis results for the $2{\times}10$ cask array showed exponential decrease with distance off the sources. The controlled area boundary was calculated to be approximately 280m from the array, with a dose rate of 25mrem/yr. Actual dose rates within the controlled area boundary will be lower than 25mrem/yr, due to the decay of radioactivity of spent fuel in storage.

2011~2013년 한반도에서 관측된 다양한 연무의 분류 및 광학특성 (Classification of Various Severe Hazes and Its Optical Properties in Korea for 2011~2013)

  • 이규민;은승희;김병곤;장문정;박진수;안준영;정경원;박일수
    • 대기
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    • 제27권2호
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    • pp.225-233
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    • 2017
  • Korea has recently suffered from severe hazes, largely being long-range transported from China but frequently mixed with domestic pollution. It is important to identify the origin of the frequently-occurring hazes, which is however hard to clearly determine in a quantitative term. In this regard, we suggest a possible classification procedure of various hazes into long-range transported haze (LH), Yellow Sand (YS), and urban haze (UH), based on mass loading of fine particles, time lag of PM mass concentrations between two sites aligned with dominant wind direction, backward trajectory of air mass, and the mass ratio of PM2.5 to PM10. The analysis sites are Seoul (SL) and Baengnyeongdo (BN), which are distant about 200 km from each other in the west to east direction. Aerosol concentrations at BN are overall lower than those of SL, indicative of BN being a background site for SL. We found distinct time lag of PM2.5 and PM10 concentrations between BN and SL in case of both LH and YS, but the intensity of YS being stronger than LH. Time scale (e-folding time scale) of LH appears to be longer and more variable than YS, which implies that LH covers much larger spatial scale. In addition, we found linear and significant correlations between ${\tau}_a$ obtained from sunphotometer and ${\tau}_{cal}$ calculated from surface aerosol scattering coefficient for LH episodes, relative to few correlation between those for YS, which might be associated with transported height of YS being much higher than LH. Therefore surface PM concentrations for the YS period are thought to be not representative for vertical integrated amount of aerosol loadings, probably by virtue of decoupled structure of aerosol vertical distribution. Improvement of various hazes classification based on the current result would provide the public as well as researchers with more accurate information of LH, UH, and YS, in terms of temporal scale, size, vertical distribution of aerosols, etc.