• 제목/요약/키워드: Critical thickness

검색결과 899건 처리시간 0.029초

The high-rate brittle microplane concrete model: Part II: application to projectile perforation of concrete slabs

  • Frank, Andreas O.;Adley, Mark D.;Danielson, Kent T.;McDevitt, Henry S. Jr.
    • Computers and Concrete
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    • 제9권4호
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    • pp.311-325
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    • 2012
  • In this paper, we examine the behavior of the High-Rate Brittle Microplane (HRBM) concrete model based on a series of penetration experiments. These experiments were conducted with three different slab thicknesses (127, 216 and 254 mm) that provided a significant challenge for the numerical simulations. The 127 mm slab provided little resistance, the 216 mm slab provided nominal resistance and the 254 mm slab approached the perforation limit thickness of the projectile. These experiments provide a good baseline for evaluating material models since they have been shown to be extremely challenging; in fact, we have not encountered many material models that can provide quantitatively predictive results in terms of both projectile exit velocity and material damage. In a companion paper, we described the HRBM material model and its fit to various quasi-static material property data for WES-5000 concrete. In this paper, we show that, when adequately fit to these quasi-static data, the HRBM model does not have significant predictive capabilities, even though the quasi-static material fit may be exceptional. This was attributed to the rate-dependent response of the material. After various rate effects were introduced into the HRBM model, the quantitative predictive nature of the calculations dramatically increased. Unfortunately, not much rate-dependent material property data are in the literature; hence, accurate incorporation of rate effects into material models is difficult. Nonetheless, it seems that rate effects may be critical in obtaining an accurate response for concrete during projectile perforation events.

Flexural performance of cold-formed square CFST beams strengthened with internal stiffeners

  • Zand, Ahmed W. Al;Badaruzzaman, W.H. Wan;Ali, Mustafa M.;Hasan, Qahtan A.;Al-Shaikhli, Marwan S.
    • Steel and Composite Structures
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    • 제34권1호
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    • pp.123-139
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    • 2020
  • The tube outward local buckling of Concrete-Filled Steel Tube (CFST) beam under high compression stress is still considered a critical problem, especially for steel tubes with a slender section compared to semi-compact and compact sections. In this study, the flexural performance of stiffened slender cold-formed square tube beams filled with normal concrete was investigated. Fourteen (14) simply supported CFST specimens were tested under static bending loads, stiffened with different shapes and numbers of steel stiffeners that were provided at the inner sides of the tubes. Additional finite element (FE) CFST models were developed to further investigate the influence of using internal stiffeners with varied thickness. The results of tests and FE analyses indicated that the onset of local buckling, that occurs at the top half of the stiffened CFST beam's cross-section at mid-span was substantially restricted to a smaller region. Generally, it was also observed that, due to increased steel area provided by the stiffeners, the bending capacity, flexural stiffness and energy absorption index of the stiffened beams were significantly improved. The average bending capacity and the initial flexural stiffness of the stiffened specimens for the various shapes, single stiffener situations have increased of about 25% and 39%, respectively. These improvements went up to 45% and 60%, for the double stiffeners situations. Moreover, the bending capacity and the flexural stiffness values obtained from the experimental tests and FE analyses validated well with the values computed from equations of the existing standards.

탄소섬유 복합재 및 두께 축소율을 이용한 풍력 블레이드 스파캡 경량화 설계 (A Lightweight Design of the Spar cap of Wind Turbine Blades with Carbon Fiber Composite and Ply Reduction Ratio)

  • 김도원;정규;임재혁;임준우;유병민;이길성
    • 항공우주시스템공학회지
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    • 제12권2호
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    • pp.66-75
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    • 2018
  • 본 논문에서는 2MW급 풍력 블레이드의 스파캡을 탄소복합재료, 두께축소율(PRR) 및 상쇄연구(Trade-off study)를 이용해서 경량화 설계를 수행했다. 블레이드 스파캡은 블레이드의 기계적 건전성을 결정하는 가장 핵심적인 요소이다. 가벼우면서도 기계적 신뢰성을 확보할 수 있는 블레이드 스파캡의 형상을 도출하기 위해 주어진 설계하중으로 스파캡의 두께를 변화시키면서 반복적인 구조해석을 실시한다. 파손여부를 판정하기 위해서 Tsai-Wu 및 Puck 파손이론을 사용하였으며, 그 결과 GFRP 복합재료보다 CFRP 복합재료가 동일한 조건에서 약 30% 무게를 경량화 할 수 있었다. 해석 결과를 바탕으로 복합재료 적층두께의 최적값을 도출하여 구조적 성능 향상 및 경량화 된 설계 결과를 제시한다.

치관보철물(齒冠補綴物)의 인접변연부위(隣接邊緣部位)에 작용(作用)하는 Stress에 관(關)한 광탄성학적(光彈性學的) 분석(分析) (Photoelastic Stress Analysis of Proximal Margins in Dental Restorations)

  • 임정규
    • 대한치과보철학회지
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    • 제18권1호
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    • pp.37-47
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    • 1980
  • The purpose of this study was to investigate the stresses in different proximal margins and to measure, quantitatively, the effect of different modifications in the design of preparations on the stresses using two-dimensional photoelasticity. Photoelastic stress analysis is based on the phenomenon, exhibited by most transparent solids, of becoming birefringent, or doubly refracting, when strained. Two birefringent materials were used in this study, PSM-1 and PSM-5 in .standard sheet ($10'{\times}10'{\times}\frac{1}{4}'$ thickness), PSM-1(polyester) was used for constructing the substructure, and PSM-5(epoxy resin) was used in making the restorations to be investigated. Two birefringent materials were used in the construction of composite photoelastic model. Seven variable models were constructed. The peripheral dimensions of all model were constant and the models represent an occlusomesial section of a lower posterior molar. Model 1 represents the knife edge margin (shoulderless), Model 2 represents the chamfer, Model 3 represents a rounded shoulder(no sharp angle between the axial wall and gingival floor), Model 4 represents a flat shoulder (axial wall is a $90^{\circ}$ angle to the gingival wall), Model 5 represents $+15^{\circ}$ angulation, Model 6 has a $-15^{\circ}$ angulation, and Model 7 is the same as Model 4 except that it has a $45^{\circ}$ bevel. Improved artificial stone was used to represent dental cement in luting the composite photoelastic model. Static loading procedures(100 pounds) were used at preplanned sites. The results were as follows; 1. The stresses in the proximal portion of all tested models were compressive in nature when the proximal shoulders were loaded vertically on the same proximal marginal ridge. 2. The round and chamfered preparations were the optimum designs in proximoocclusal restorations. They showed the lowest stress concentration factor, i.e. 2.16 and 2.23, respectively. The knife edged shoulder had the highest value, K=5.39. Round type shoulder geometry experiments reduced the stress concentration factor (S.C.F.) 3. The gingival portion of proximal shoulder geometry was a critical location for stress concentration.

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Stiffness Modulus Comparison in Trackbed Foundation Soil

  • Kim, Daesung;Cho, Hojin;Park, Jaebeom;Lim, Yujin
    • International Journal of Railway
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    • 제8권2호
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    • pp.50-54
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    • 2015
  • The primary function of the trackbed in a conventional railway track system is to decrease the stresses in the subgrade to be in an acceptable level. A properly designed trackbed layer performs this task adequately. Many design procedures have used assumed and/or are based on critical stiffness values of the layers obtained mostly in the field to calculate an appropriate thickness of the sublayers of the trackbed foundation. However, those stiffness values do not consider strain levels clearly and precisely in the layers. This study proposes a method of computation of stiffness that can handle with strain level in the layers of the trackbed foundation in order to provide properly selected design values of the stiffness of the layers. The shear modulus values are dependent on shear strain level so that the strain levels generated in the subgrade in the trackbed under wheel loading and below plate of Repeated Plate Bearing Test (RPBT) are investigated by finite element analysis program ABAQUS and PLAXIS programs. The strain levels generated in the subgrade from RPBT are compared to those values from RC (Resonant Column) test after some consideration of strain levels and stress consideration. For comparison of shear modulus G obtained from RC test and stiffness moduli $E_{v2}$ obtained from RPBT in the field, many numbers of mid-size RC tests in laboratory and RPBT in field were performed extensively. It was found in this study that there is a big difference in stiffness modulus when the converted $E_{v2}$ values were compared to those values of RC test. It is verified in this study that it is necessary to use precise and increased loading steps to construct nonlinear curves from RPBT in order to get correct $E_{v2}$ values in proper strain levels.

ABOw/AC4CH의 바인더 종류에 따른 파괴인성 및 미끄럼마모 특성 (Fracture Toughness and Slinding Wear Properties of ABOw/AC4CH by Binder Additives)

  • 박원조;정재욱;최용범;이광영
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2002년도 추계학술대회 논문집
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    • pp.373-378
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    • 2002
  • Metal matrix composites have a great interest in recent years because high specific strength, high specific stiffness characteristics, and application ranges of the composites are extend to variety industry. In this paper, an investigation was performed on the plane strain fracture toughness and slinding wear properties of AC4CH alloy(Al-Si-Mg line) reinforced with 20wt% aluminum borate whisker expect one, which contained a inorganic binder($TiO_2$). the binder led to the formation of strengthen the whisker each other. The test of fracture toughness was using CT(half size) specimen of thickness 12.5mm, width 25mm. and test of slinding wear of using tribo a pin-on-disk machine and lubricant is used without paraffine 8.2CST at room temperature. As results, Fracture toughness $K_{IC}$ is $8.7MPa-m^{05}$ for ABOw/AC4CH, $9.28MPa-m^{05}$ for ABOw/AC4CH added $TiO_2$. but AC4CH alloy was violated the critical stipulated by ASTM standard for valid measurement of $K_{IC}$. In case of, it was performed $J_{IC}$ test instead of $K_{IC}$ based on ASTM E 1820.

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지식기반 영상개선을 위한 지문영상의 품질분석 (Fingerprint Image Quality Analysis for Knowledge-based Image Enhancement)

  • 윤은경;조성배
    • 한국정보과학회논문지:소프트웨어및응용
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    • 제31권7호
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    • pp.911-921
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    • 2004
  • 지문영상으로부터 특징점을 정확하게 추출하는 것은 효과적인 지문인식 시스템의 구축에 매우 중요하다. 하지만 지문영상의 품질에 따라 특징점 추출의 정확도가 달라지기 때문에 지문인식 시스템에서의 영상 전처리 과정은 시스템의 성능에 크게 영향을 미친다. 본 논문에서는 지문영상으로부터 명암값의 평균 및 분산, 블록 방향성 차, 방향성 변화도, 융선과 골의 두께 비율 등의 5가지 특징을 추출하고 계층적 클러스터링 알고리즘으로 클러스터링하여 영상의 품질 특성을 분석한 후 습성(oily), 보통(neutral), 건성(dry)의 특성에 적합하게 영상을 개선하는 지식기반 전처리 방법을 제안한다. NIST DB 4와 인하대학교 데이타를 이용하여 실험한 결과, 클러스터링 기법이 영상의 특성을 제대로 구분함을 확인할 수 있었다. 또한 제안한 방법의 성능 평가를 위해 품질 지수와 블록 방향성 차이를 측정하여 일반적인 전처리 방법보다 지식기반 전처리 방법이 품질 지수와 블록 방향성 차이를 향상시킴을 확인할 수 있었다.

양(羊)의 신우상피에 대한 광학 및 주사전자현미경적 연구 (Light and Scanning Electron Microscopic Study on the Pelvic Epithelium of the Sheep Kidney)

  • 김진;오수자;정진웅
    • Applied Microscopy
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    • 제15권2호
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    • pp.98-110
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    • 1985
  • This study was performed to clarify the morphological structures of the epithelia of the renal papilla, renal pelvis and ureter of the sheep (Ovis aries L.) through the light and scanning electron microscopes, Tissue specimens were taken from the renal papilla (common renal papilla and peripelvic column) and the renal pelvis (pelvis proper and pelvic pouch) of the kidney and the ureter. For the light microscopy, tissue blocks were fixed in 10 % neutral buffered formalin and embedded in paraffin wax, serially sectioned at a thickness of $6{\mu}m$. These sections were stained with hematoxylin-eosin and periodic acid-Schiff reaction. For the scanning electron microscopy, tissue blocks were prefixed in 1% glutaral-dehyde-1.5% paraformaldehyde solution and postfixed in 1% osmium tetroxide solution, dehydrated in graded alcohol, transferred to isoamyl acetate, and then dried by the critical point dryer (Polaron E 3000). These dried tissues were coated with gold and observed with a scanning electron microscope (JSM-35C), The results were as follows: The apex of the common renal papilla was lined with simple columnar epithelium having many microvilli on its luminal surface. Lateral portion of the papilla was lined with stratified epithelium $2{\sim}3$ layers thick, and its superficial cells were microvillar cells having many microvilli. The epithelium lining the peripelvic column was $1{\sim}2$ layers thick. The superficial layer was made of the microvillar cells, but a few microplica cells were appeared in the region near the pelvic pouch. The epithelium of the pelvic pouch was $1{\sim}2$ layered transitional type, and its superficial cells were microplica cells. The epithelia of the pelvis proper and ureter were $4{\sim}6$ layered transitional type, and their superficial cells were typical facet cells existing many round depressions and ridges of cell membranes of the luminal side.

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표면 플라즈몬 공명형 자당 센서의 제작 (The Construction of the SPR (Surface Plasmon Resonance) Sucrose Sensor)

  • 엄년식;이수미;함성호;고광락;이승하;강신원
    • 센서학회지
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    • 제7권4호
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    • pp.279-284
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    • 1998
  • 수용액에서 자당의 농도 변화를 감지하기 위한 센서개발을 목적으로 하여, 금박막을 센서칩으로 사용한 SPR(surface plasmon resonance) 센서시스템을 구성하였다. 센서칩 제작시 금박막의 특성조건은 SPR 현상에 매우 큰 영향을 미치므로, 센서 제작의 최적화를 위해 특성을 분석하여 두께 약 $545\;{\AA}$, 표면 평균 거칠기 약 $3\;{\AA}$이 되도록 균일하게 제작하였다. 이렇게 제작된 금박막 센서칩의 공명각은 $43.75^{\circ}$ 이었으며, $0{\sim}40\;wt%$ 농도의 자당 수용액을 측정한 결과 기존의 알려진 자당 센서에 비해 빠른 응답특성과 선형적인 공명특성을 얻을 수 있었다.

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유전 알고리즘-BP신경망을 이용한 Al3004 판재 점진성형 공정변수에 대한 최적화 연구 (Optimization of Process Parameters of Incremental Sheet Forming of Al3004 Sheet Using Genetic Algorithm-BP Neural Network)

  • 양센;김영석
    • 한국산학기술학회논문지
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    • 제21권1호
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    • pp.560-567
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    • 2020
  • 점진판재성형은 금형을 제작하지 않고 판재를 가공하는 방법으로서 빠른 시제품 제작과 소량 생산에 적합한 성형법이다. 이러한 점진판재성형의 공정 변수로 공구 직경, 매 스탭당 Z-방향 깊이, 공구 이송 속도, 공구 회전 속도 등은 성형품의 품질에 크게 영향을 미친다. 본 연구에서는 두께가 1.0mm인 Al3004판재를 사용하여 원뿔절두체(VWACF: Varying Wall Angle Conical Frustum) 모델의 점진성형을 실시하였으며, 각각의 변수들의 조합에서 성형성을 판단하였다. BP신경망 (BPNN: Back Propagation Neural Network)를 기반으로 Minitab 소프트웨어를 사용하여 성형 각도를 예측하는 2 차 수학적 모델을 구축하였다. 또한 이 모델을 유전 알고리즘의 목적함수로 사용하였으며 최대 성형 각도로 얻기 위한 최적의 변수 조합을 찾아내었다. 공구 직경은 6mm, 회전 속도는 180rpm, Z-방향 피치는 0.401mm, 이송 속도는 772.4mm/min일 경우 가장 큰 성형 각도인 87.071°를 갖는 컵을 성형할 수 있었다.